CN110512744A - A kind of attachment device and its construction method for postposition girder steel and shear wall - Google Patents
A kind of attachment device and its construction method for postposition girder steel and shear wall Download PDFInfo
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- CN110512744A CN110512744A CN201910689555.4A CN201910689555A CN110512744A CN 110512744 A CN110512744 A CN 110512744A CN 201910689555 A CN201910689555 A CN 201910689555A CN 110512744 A CN110512744 A CN 110512744A
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- girder steel
- connecting plate
- wall
- undersetting
- upper bracket
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 145
- 239000010959 steel Substances 0.000 title claims abstract description 145
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 238000005192 partition Methods 0.000 claims abstract description 33
- 238000003466 welding Methods 0.000 claims description 17
- 239000000126 substance Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 description 3
- 230000002950 deficient Effects 0.000 description 2
- 230000009977 dual effect Effects 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- 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
- E04B1/38—Connections for building structures in general
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2415—Brackets, gussets, joining plates
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
- E04B2001/389—Brackets
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- 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 discloses a kind of attachment device for postposition girder steel and shear wall, including the first connecting plate and the second connecting plate, concrete shear force wall is set between first connecting plate and the second connecting plate, several groups are connected between first connecting plate and the second connecting plate side wall and the inside of concrete shear force wall to wearing bolt, the side wall of second connecting plate is equipped with undersetting girder steel and upper bracket girder steel far from the side wall of concrete shear force wall, the undersetting girder steel and upper bracket girder steel are arranged in parallel, and connecting partition is connected between the top and upper bracket girder steel top of undersetting girder steel, and doubly-linked fishplate bar is provided between the two sidewalls of connecting partition；Overall structure of the present invention is simple, and has preferable connection effect, will can preferably connect between girder steel and concrete shear force wall, relatively simple in construction, and short construction period, and labor intensity is low, and construction cost is low, has preferable using effect.
Description
Technical field
The invention belongs to technical field of building construction, and in particular to arrive shear wall attachment device, more particularly a kind of use
In the attachment device and its construction method of postposition girder steel and shear wall.
Background technique
With the development of society and building trade, more and more super high-rise buildings are showed in urban construction, due to steel knot
Structure itself has from heavy and light, intensity is high, the particular advantages such as fast of constructing, therefore to high-rise, large span, especially Super High, super large
Span, even more ideal using steel construction, the connection type of girder steel and shear wall becomes Construction control key takeaway, to superelevation
The structure of layer plays a key effect safely.
The existing attachment device for postposition girder steel and shear wall construction and using when there are certain drawbacks, it is existing
For the attachment device of postposition girder steel and shear wall, structure is complicated, not convenient enough in construction, large labor intensity, construction period compared with
It is long；The existing attachment device for postposition girder steel and shear wall is not square enough when being attached to postposition girder steel with shear wall
Just；Defective tightness is contacted between each structure of the existing attachment device for postposition girder steel and shear wall, causes to be easy to appear
The case where deviation, brings error to construction, and certain influence is brought to practice of construction.
Summary of the invention
In order to overcome above-mentioned technical problem, the purpose of the present invention is to provide a kind of for postposition girder steel and shear wall
Attachment device and its construction method can effectively solve and be currently used for the attachment device of postposition girder steel and shear wall structure is complicated,
Not enough facilitate in construction, large labor intensity, construction period is longer；The existing attachment device for postposition girder steel and shear wall
It is not convenient enough when being attached to postposition girder steel and shear wall；The existing attachment device for postposition girder steel and shear wall
The problem of contacting defective tightness between each structure, lead to the case where being easy to appear deviation, bring error to construction.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of attachment device for postposition girder steel and shear wall, including the first connecting plate and the second connecting plate, described
Concrete shear force wall is set between one connecting plate and the second connecting plate, through first connecting plate and the second connecting plate side wall with
And it is connected with several groups between the inside of concrete shear force wall and is cut to bolt, the side wall of second connecting plate is worn far from concrete
The side wall of power wall is equipped with undersetting girder steel and upper bracket girder steel, and the undersetting girder steel and upper bracket girder steel are arranged in parallel, and
It is connected with connecting partition between the top and upper bracket girder steel top of undersetting girder steel, and is arranged between the two sidewalls of connecting partition
There is doubly-linked fishplate bar, several groups chemical anchor bolts are installed between the two sidewalls of the doubly-linked fishplate bar.
As a further solution of the present invention: one end of the undersetting girder steel and upper bracket girder steel and the second connecting plate
Side wall joining place is welded using fillet welding, and undersetting girder steel and upper bracket girder steel are vertical setting with the second connecting plate.
As a further solution of the present invention: the undersetting girder steel and upper bracket girder steel pass through connecting partition and doubly-linked
Fishplate bar is fixedly connected, and the doubly-linked fishplate bar is fixedly connected by several groups chemical anchor bolts with connecting partition.
As further scheme of the invention: first connecting plate and the second connecting plate are arranged in parallel, and the first connection
Plate and the second connecting plate are fitted in the two sidewalls of concrete shear force wall respectively, and first connecting plate and the second connecting plate are in same
In one level height.
As a further solution of the present invention: the described pair of both ends for wearing bolt are provided with hold-doun nut, hold-doun nut socket
To the outside for wearing bolt, and the inner wall of hold-doun nut engages connection with to the outer wall for wearing bolt, described pair of one end for wearing bolt
In the inside for snapping onto doubly-linked fishplate bar, the side of doubly-linked fishplate bar is offered and the fixation hole that mutually agrees with the one end for wearing bolt.
A kind of construction method of the attachment device for postposition girder steel and shear wall, this method specifically comprise the following steps:
Step 1: the first connecting plate and the second connecting plate are separately positioned on to the two sidewalls of concrete shear force wall, In first
It is attached using more to wearing bolt between first connecting plate, the second connecting plate and concrete shear force wall, and at every to wearing
The both ends of bolt increase hold-doun nut and simultaneously tighten, until the side wall of the first connecting plate and the second connecting plate respectively with concrete shear
The two sidewalls of wall are bonded；
Step 2: upper bracket girder steel and undersetting girder steel are connected in the side wall of the second connecting plate, in upper bracket girder steel under
The contact position of the both ends of support girder steel and the second connecting plate is by the way of fillet welding welding by upper bracket girder steel and undersetting steel
The end periphery of beam and the side wall of the second connecting plate are welded and fixed；
Step 3: between upper bracket girder steel and undersetting girder steel install one piece of connecting partition, by the way of welding into
Row is fixed, and dual link plate is socketed in the two sidewalls of connecting partition, more through installing between doubly-linked fishplate bar and connecting partition
Group chemical anchor bolts are fixed, and by the fixation hole for snapping onto doubly-linked fishplate bar side wall to the one end for wearing bolt, complete upper bracket
Operation is fixedly connected between girder steel and undersetting girder steel and concrete shear force wall.
The invention has the following advantages:
1, the present invention forms with the first connecting plate and the second connecting plate to wearing to be bolted on concrete shear force wall
The end of undersetting girder steel and upper bracket girder steel is all made of fillet welding welding by undersetting girder steel and upper bracket girder steel bindiny mechanism
Mode is connected to the second connecting plate, and the connection between undersetting girder steel and upper bracket girder steel and concrete shear force wall can be completed,
Undersetting girder steel and upper bracket girder steel can easily be attached between shear wall, solve as postposition girder steel
Inconvenient problem is connected in building construction process between postposition girder steel and shear wall；
2, overall structure of the present invention is simple, using the first connecting plate and the second connecting plate and undersetting girder steel and upper bracket
Girder steel is only needed using being fixed to wearing bolt, and using doubly-linked fishplate bar to undersetting steel in construction as main structure
It is reinforced between beam and upper bracket girder steel, then is fixed using chemical anchor bolts, the installation that total can be completed is fixed,
It is more convenient in construction, and short construction period, labor intensity are low；
3, the present invention is connected between undersetting girder steel and upper bracket girder steel by using connecting partition, and uses dual link
The two sidewalls that plate is clamped in connecting partition reinforce it, will be to wearing spiral shell while being fixed using multiple groups chemical anchor bolts
One end of bolt is fixed to the inside of doubly-linked fishplate bar, so as to be attached between doubly-linked fishplate bar and the second connecting plate, so that
Entire attachment device connection is close, and uses connecting partition, so that the position of undersetting girder steel and upper bracket girder steel is not easy
Existing deviation reduces construction so that error size.
Detailed description of the invention
The present invention will be further described below with reference to the drawings.
Fig. 1 is structural facades figure of the invention.
Fig. 2 is vertical cut-away schematic view of the invention.
Fig. 3 is horizontal profile schematic diagram of the invention.
1, first connecting plate in figure；2, chemical anchor bolts；3, concrete shear force wall；4, undersetting girder steel；5, doubly-linked fishplate bar；6,
Upper bracket girder steel；7, to wearing bolt；8, the second connecting plate；9, connecting partition.
Specific embodiment
Below in conjunction with the embodiment of the present invention, technical scheme in the embodiment of the invention is clearly and completely described,
Obviously, described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.Based in the present invention
Embodiment, all other embodiment obtained by those of ordinary skill in the art without making creative efforts, all
Belong to the scope of protection of the invention.
As shown in Figure 1-3, a kind of attachment device for postposition girder steel and shear wall, including the first connecting plate 1 and second
Concrete shear force wall 3 is arranged in connecting plate 8 between first connecting plate 1 and the second connecting plate 8, connect through the first connecting plate 1 and second
Several groups are connected between 8 side wall of fishplate bar and the inside of concrete shear force wall 3 to bolt 7 is worn, the side wall of the second connecting plate 8 is remote
Side wall from concrete shear force wall 3 is equipped with undersetting girder steel 4 and upper bracket girder steel 6, undersetting girder steel 4 and upper bracket girder steel 6
It is arranged in parallel, and is connected with connecting partition 9, and connecting partition 9 between 6 top of the top of undersetting girder steel 4 and upper bracket girder steel
Two sidewalls between be provided with doubly-linked fishplate bar 5, several groups chemical anchor bolts 2 are installed between the two sidewalls of doubly-linked fishplate bar 5, it is double
Connecting plate 5 is fixed between the two sidewalls of connecting partition 9, is reinforced to connecting partition 9, and connecting partition 9 and undersetting steel are made
Connection effect between beam 4 and upper bracket girder steel 6 is more preferable, is fixed using chemical anchor bolts 2, is able to satisfy consolidating for heavy type structure
It is fixed.
The side wall joining place of one end of undersetting girder steel 4 and upper bracket girder steel 6 and the second connecting plate 8 is welded using fillet welding,
And undersetting girder steel 4 and upper bracket girder steel 6 are vertical setting with the second connecting plate 8, are consolidated by the way of fillet welding welding
Fixed, weld seam is beautiful, and welding effect is good.
Undersetting girder steel 4 and upper bracket girder steel 6 are fixedly connected by connecting partition 9 with doubly-linked fishplate bar 5, doubly-linked fishplate bar 5
It is fixedly connected by several groups chemical anchor bolts 2 with connecting partition 9.
First connecting plate 1 and the second connecting plate 8 are arranged in parallel, and the first connecting plate 1 and the second connecting plate 8 are fitted in respectively
The two sidewalls of concrete shear force wall 3, the first connecting plate 1 and the second connecting plate 8 are in same level height, with the first connecting plate
1 and second connecting plate 8 cooperation to wear bolt 7 be used as undersetting girder steel 4 and 6 bindiny mechanism of upper bracket girder steel, so as to will under
Support girder steel 4 and upper bracket girder steel 6 are connected to concrete shear force wall 3, realize the connection between girder steel and shear wall.
Hold-doun nut is provided with to the both ends for wearing bolt 7, hold-doun nut is socketed in the outside for wearing bolt 7, and fixed spiral shell
The inner wall of cap engages connection with to the outer wall for wearing bolt 7, double in the inside that doubly-linked fishplate bar 5 is snapped onto the one end for wearing bolt 7
The side of connecting plate 5 offer the first connecting plate 1 with the fixation hole that mutually agrees with the one end for wearing bolt 7 using hold-doun nut and
It is bonded close between second connecting plate 8 and concrete shear force wall 3, and 5 inside of doubly-linked fishplate bar will be deep into bolt 7 is worn, it can be with
It will be attached between doubly-linked fishplate bar 5 and the second connecting plate 8, so that overall structure is interrelated.
A kind of construction method of the attachment device for postposition girder steel and shear wall, this method specifically comprise the following steps:
First connecting plate 1 and the second connecting plate 8: being separately positioned on the two sidewalls of concrete shear force wall 3 by step 1 first,
It is attached using more to bolt 7 is worn between the first connecting plate 1, the second connecting plate 8 and concrete shear force wall 3, and every
Root, which increases the both ends for wearing bolt 7, hold-doun nut and to be tightened, until the side wall of the first connecting plate 1 and the second connecting plate 8 respectively with
The two sidewalls of concrete shear force wall 3 are bonded；
Step 2: upper bracket girder steel 6 and undersetting girder steel 4 are connected in the side wall of the second connecting plate 8, in upper bracket girder steel 6
By the way of being welded with the contact position of the both ends of undersetting girder steel 4 and the second connecting plate 8 using fillet welding by upper bracket girder steel 6 and under
The end periphery of support girder steel 4 and the side wall of the second connecting plate 8 are welded and fixed；
Step 3: one piece of connecting partition 9 is installed between upper bracket girder steel 6 and undersetting girder steel 4, by the way of welding
It is fixed, and doubly-linked fishplate bar 5 is socketed in the two sidewalls of connecting partition 9, run through between doubly-linked fishplate bar 5 and connecting partition 9
Installation multiple groups chemical anchor bolts 2 are fixed, complete by the fixation hole for snapping onto 5 side wall of doubly-linked fishplate bar to the one end for wearing bolt 7
Operation is fixedly connected between upper bracket girder steel 6 and undersetting girder steel 4 and concrete shear force wall 3.
The present invention is connected to group on concrete shear force wall 3 to wearing bolt 7 with the first connecting plate 1 and the second connecting plate 8
At 6 bindiny mechanism of undersetting girder steel 4 and upper bracket girder steel, the end of undersetting girder steel 4 and upper bracket girder steel 6 is all made of fillet welding
The mode of welding is connected to the second connecting plate 8, can be completed undersetting girder steel 4 and upper bracket girder steel 6 and concrete shear force wall 3 it
Between connection, undersetting girder steel 4 and upper bracket girder steel 6 are used as postposition girder steel, can easily be connected between shear wall
It connects, solves the problems, such as connecting inconvenience in building construction process between postposition girder steel and shear wall；Overall structure letter of the present invention
It is single, main structure is used as using the first connecting plate 1 and the second connecting plate 8 and undersetting girder steel 4 and upper bracket girder steel 6, is being applied
Working hour only needs using being fixed to wearing bolt 7, and using doubly-linked fishplate bar 5 between undersetting girder steel 4 and upper bracket girder steel 6
It is reinforced, then is fixed using chemical anchor bolts 2, the installation that total can be completed is fixed, and it is more convenient in construction,
And short construction period, labor intensity are low；The present invention is connected to undersetting girder steel 4 and upper bracket girder steel 6 by using connecting partition 9
Between, and it is reinforced using the two sidewalls that doubly-linked fishplate bar 5 is clamped in connecting partition 9, it is carried out using multiple groups chemical anchor bolts 2
While fixed, the inside of doubly-linked fishplate bar 5 will be fixed to the one end for wearing bolt 7, so as to connect doubly-linked fishplate bar 5 and second
It is attached between fishplate bar 8, so that entire attachment device connection is close, and connecting partition 9 is used, so that 4 He of undersetting girder steel
The position of upper bracket girder steel 6 is not easy deviation occur, reduces construction so that error size.
Above content is only to structure of the invention example and explanation, affiliated those skilled in the art couple
Described specific embodiment does various modifications or additions or is substituted in a similar manner, without departing from invention
Structure or beyond the scope defined by this claim, is within the scope of protection of the invention.
Claims (6)
1. a kind of attachment device for postposition girder steel and shear wall, which is characterized in that connect including the first connecting plate (1) and second
Concrete shear force wall (3) are arranged between first connecting plate (1) and the second connecting plate (8) in fishplate bar (8), run through described first
Several groups are connected between connecting plate (1) and the inside of the second connecting plate (8) side wall and concrete shear force wall (3) to wearing bolt
(7), the side wall of second connecting plate (8) is equipped with undersetting girder steel (4) He Shangzhi far from the side wall of concrete shear force wall (3)
Seat girder steel (6), the undersetting girder steel (4) and upper bracket girder steel (6) be arranged in parallel, and the top of undersetting girder steel (4) and upper
It is connected with connecting partition (9) between support girder steel (6) top, and is provided with doubly-linked fishplate bar between the two sidewalls of connecting partition (9)
(5), several groups chemical anchor bolts (2) are installed between the two sidewalls of the doubly-linked fishplate bar (5).
2. a kind of attachment device for postposition girder steel and shear wall according to claim 1, which is characterized in that under described
The side wall joining place of one end of support girder steel (4) and upper bracket girder steel (6) and the second connecting plate (8) is welded using fillet welding, and under
Support girder steel (4) and upper bracket girder steel (6) are vertical setting with the second connecting plate (8).
3. a kind of attachment device for postposition girder steel and shear wall according to claim 1, which is characterized in that under described
Support girder steel (4) and upper bracket girder steel (6) are fixedly connected by connecting partition (9) with doubly-linked fishplate bar (5), the doubly-linked fishplate bar
(5) it is fixedly connected by several groups chemical anchor bolts (2) with connecting partition (9).
4. a kind of attachment device for postposition girder steel and shear wall according to claim 1, which is characterized in that described
One connecting plate (1) and the second connecting plate (8) are arranged in parallel, and the first connecting plate (1) and the second connecting plate (8) be fitted in respectively it is mixed
The two sidewalls of solidifying soil shear wall (3), first connecting plate (1) and the second connecting plate (8) are in same level height.
5. a kind of attachment device for postposition girder steel and shear wall according to claim 1, which is characterized in that described right
The both ends for wearing bolt (7) are provided with hold-doun nut, and hold-doun nut is socketed in the outside for wearing bolt (7), and hold-doun nut is interior
Wall engages connection with to the outer wall for wearing bolt (7), and the inside that described pair of one end for wearing bolt (7) snaps onto doubly-linked fishplate bar (5) is worked as
In, the side of doubly-linked fishplate bar (5) offers and the fixation hole that mutually agrees with the one end for wearing bolt (7).
6. a kind of construction method of the attachment device for postposition girder steel and shear wall, which is characterized in that this method specifically includes
Following steps:
Step 1: the first connecting plate (1) and the second connecting plate (8) are separately positioned on to the two sides of concrete shear force wall (3) first
Wall is carried out using more to bolt (7) are worn between the first connecting plate (1), the second connecting plate (8) and concrete shear force wall (3)
Connection, and hold-doun nut is increased to the both ends for wearing bolt (7) at every and is tightened, until the first connecting plate (1) and second connect
The side wall of plate (8) is bonded with the two sidewalls of concrete shear force wall (3) respectively；
Step 2: upper bracket girder steel (6) and undersetting girder steel (4) are connected in the side wall of the second connecting plate (8), in upper bracket girder steel
(6) and the contact position of the both ends of undersetting girder steel (4) and the second connecting plate (8) welded using fillet welding by the way of by upper bracket steel
The end periphery of beam (6) and undersetting girder steel (4) and the side wall of the second connecting plate (8) are welded and fixed；
Step 3: one piece of connecting partition (9) is installed between upper bracket girder steel (6) and undersetting girder steel (4), using the side of welding
Formula is fixed, and doubly-linked fishplate bar (5) is socketed in the two sidewalls of connecting partition (9), in doubly-linked fishplate bar (5) and connecting partition
(9) it is fixed between through installation multiple groups chemical anchor bolts (2), doubly-linked fishplate bar (5) side will be snapped onto the one end for wearing bolt (7)
In the fixation hole of wall, the fixed company between upper bracket girder steel (6) and undersetting girder steel (4) and concrete shear force wall (3) is completed
Connect operation.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910689555.4A CN110512744A (en) | 2019-07-29 | 2019-07-29 | A kind of attachment device and its construction method for postposition girder steel and shear wall |
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| CN201910689555.4A CN110512744A (en) | 2019-07-29 | 2019-07-29 | A kind of attachment device and its construction method for postposition girder steel and shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105178441A (en) * | 2015-09-18 | 2015-12-23 | 杭萧钢构股份有限公司 | Side plate type connection joint for steel beam and steel tube beam concrete shear wall |
| CN105863111A (en) * | 2016-04-18 | 2016-08-17 | 杭州铁木辛柯钢结构设计有限公司 | Embedded prefabricated concrete shear wall anti-bending steel frame structure |
| CN106906913A (en) * | 2017-03-16 | 2017-06-30 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
| CN206693399U (en) * | 2017-03-16 | 2017-12-01 | 浙江绿筑集成科技有限公司 | A kind of connecting node of transfer structure for SRC beams and shear wall |
| CN206625347U (en) * | 2017-03-29 | 2017-11-10 | 青岛青房建安集团有限公司 | A kind of attachment means of building structure girder steel and existed concrete bridge post |
| CN206681376U (en) * | 2017-04-11 | 2017-11-28 | 中冶建工集团有限公司 | A kind of mounting structure suitable for high-rise building cylinder medial cradle |
| CN210827856U (en) * | 2019-07-29 | 2020-06-23 | 中建四局第六建筑工程有限公司 | Connecting device for rear steel beam and shear wall |
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| CN110512774A (en) * | 2019-07-29 | 2019-11-29 | 中建四局第六建筑工程有限公司 | A kind of the ALC stripe board internal partition wall and its construction method of super-high |
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