CN106522419A - Column-supported-by-beam transfer beam with steel plate reinforced concrete shear walls arranged in adjacent spans - Google Patents
Column-supported-by-beam transfer beam with steel plate reinforced concrete shear walls arranged in adjacent spans Download PDFInfo
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- CN106522419A CN106522419A CN201611261890.7A CN201611261890A CN106522419A CN 106522419 A CN106522419 A CN 106522419A CN 201611261890 A CN201611261890 A CN 201611261890A CN 106522419 A CN106522419 A CN 106522419A
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/293—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
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Abstract
The invention relates to a column-supported-by-beam transfer beam with steel plate reinforced concrete shear walls arranged in adjacent spans. The column-supported-by-beam transfer beam comprises a profile steel reinforced concrete transfer beam body, profile steel reinforced concrete columns, the steel plate reinforced concrete shear walls, concrete-filled square steel tubular columns and profile steel reinforced concrete beams. The concrete-filled square steel tubular columns are arranged on the profile steel reinforced concrete transfer beam body. The steel plate reinforced concrete shear walls are located on the two sides of the profile steel reinforced concrete transfer beam body and symmetrically arranged at the whole layer height in the adjacent spans. The two sides of each profile steel reinforced concrete column are connected with the corresponding steel plate reinforced concrete shear wall and the profile steel reinforced concrete transfer beam body separately. The profile steel reinforced concrete columns and the steel plate reinforced concrete shear walls bear vertical loads and horizontal loads transferred by the profile steel reinforced concrete transfer beam body correspondingly. The steel plate reinforced concrete shear walls are arranged at the whole layer height in the adjacent spans to bear shear force, so that the problem that when the profile steel reinforced concrete transfer beam body is relatively high, the shear resistance of the profile steel reinforced concrete columns for supporting the profile steel reinforced concrete transfer beam body from the two sides may be insufficient is solved.
Description
Technical field
The present invention relates to a kind of conversion beam in structural engineering field, more particularly to a kind of adjacent across setting steel plate coagulation
The beam support conversion beam of native shear wall.
Background technology
At present, there are needs special at some due to the needs of upper and lower floor difference building function in high-rise, high-rise building
Determine storey setting conversion beam, to realize that upper floor frame segment trestle needs to cancel below certain layer, realize bottom floor post across
Size is more than portion's floor upstairs.It is general in floor total height and in the case of needing number of floor levels to be converted less, using normal
The frame framework of rule " beam support " form is capable of achieving above-mentioned building function and requires, properly settles problems.
To high-rise, high-rise building, bottom floor is large space, and post net needs large-size, and in, the more floor in top
Building function changes, and colum network size diminishes, it is necessary in some storey setting conversion beams, give reality with " beam support " form
Existing above-mentioned requirements.To meet the demand of bearing capacity and stiffness, general conversion beam deck-molding is higher, mutually should be used as supporting the frame of conversion beam
Pillar is in the less situation of conversion layer clear height.As the internal force undertaken by conversion beam, frame-supporting column is huge, may there is support and turn
Change the floor frame-supporting column shearing resistance of beam place to be difficult to meet the problem of design requirement, if simple using increase column cross-section size or in conversion
Although the adjacent measure for setting up shear wall across logical height of layer can solve the problem in technological layer, due to the shear wall set up and
The frame-supporting column of increasing section size can be affected greatly to building function, not with operability so that process problems
It is difficult to find a kind of simple effective, method of economical rationality.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of adjacent across the beam support turn for arranging steel plate concrete shear wall
Change beam technology so as to which energy effectively solving when higher using steel reinforced concrete conversion beam deck-molding can have supported on both sides shaped steel and mix
The not enough problem of the profile steel concrete column shearing resistance of soil conversion beam is coagulated, is arranged by designing a kind of construction of simple effective, economical rationality
Apply, bearing capacity mutation can be solved so as to possess enough shear resistances, can at utmost reduce again and work(is built to each floor
The impact of energy.
The technical scheme is that：The present invention is adjacent across the beam support conversion beam for arranging steel plate concrete shear wall, bag
Include steel reinforced concrete conversion beam, profile steel concrete column, steel plate concrete shear wall, concrete-filled steel square tubular column and steel reinforced concrete
Beam, wherein concrete-filled steel square tubular column are placed on steel reinforced concrete conversion beam, and steel plate concrete shear wall turns positioned at steel reinforced concrete
Beam both sides are changed, and it is adjacent across along flood high setting, it is arranged symmetrically；The profile steel concrete column left and right sides respectively with steel plate concrete
Shear wall is connected with steel reinforced concrete conversion beam.
The steel reinforced concrete conversion beam, girder with rolled steel section en cased in concrete are constituted by beams of concrete, steel I-beam, steel I-beam position
Inside beams of concrete.
The steel I-beam is made up of I-steel top flange, I-steel web, I-steel lower flange, I-steel top flange and
I-steel lower flange is respectively welded at the two ends of I-steel web, constitutes steel I-beam.
The profile steel concrete column is made up of concrete column, cross reinforcing bar, steel diaphragm, and cross reinforcing bar is located at concrete
Inside post, steel diaphragm is welded in cross reinforcing bar floor relevant position.
The steel plate concrete shear wall is by concrete shear force wall, embedded steel plate shear force wall, shaped steel sleeper, vertically put more energy into
Rib, level are constituted to ribbed stiffener；Embedded steel plate shear force wall, shaped steel sleeper, vertical ribbed stiffener, level are located at concrete to ribbed stiffener
Inside shear wall, shaped steel sleeper is arranged on the end of embedded steel plate shear force wall, and the two is welded as a whole；Vertical ribbed stiffener, level
Vertically it is set in qually spaced in the horizontal direction and respectively on embedded steel plate shear force wall, and be symmetrically welded at embedded steel to ribbed stiffener
The both sides of plate shear wall.
The embedded steel plate shear force wall respectively vertically, horizontal direction in both sides symmetric position, vertical ribbed stiffener and water are set
Flat ribbed stiffener, and the embedded symmetrical spaced set peg in steel plate shear force wall both sides.The quantity of vertical ribbed stiffener and sash rib
Depending on can be according to actual loading demand.
The cross steel in the side and profile steel concrete column of steel plate shear force wall is embedded in the steel plate concrete shear wall
Bone photo connects, and the upper and lower end of steel plate concrete shear wall is connected with the steel I-beam in girder with rolled steel section en cased in concrete so that steel plate concrete
Three sides of shear wall formation are fixed, the free force modes in one side.
The concrete-filled steel square tubular column is made up of square steel tube, built-in concrete, lateral shrouding, end shrouding；Built-in coagulation
Soil is poured inside square steel tube, and lateral shrouding, end shrouding are located at immediately below square steel tube, and are welded on and are vertically gone up with square steel tube
On steel I-beam inside the steel reinforced concrete conversion beam of lower aligned position.
The concrete-filled steel square tubular column bottom welding in steel reinforced concrete conversion beam steel I-beam top flange top surface, with square steel
The steel I-beam web both sides symmetric position of pipe concrete column correspondence position welds lateral shrouding and end shrouding along short transverse；
Wherein, end shrouding does not lead to high setting along steel I-beam web height direction on the premise of force request is met, must be close
Certain altitude space is reserved at I-steel lower flange；Meanwhile, concrete-filled steel square tubular column is in the range of steel I-beam top flange is enclosed
Concreting hole is symmetrical arranged, to facilitate regional casting and compacting of concrete in steel reinforced concrete conversion beam closely knit.
Steel I-beam top flange, steel I-beam web, steel I-beam lower flange, end in the steel reinforced concrete conversion beam
Portion's shrouding, lateral shrouding must arrange peg.Particular number and spacing are determined by detailing requiments and calculating are comprehensive.
It is a kind of adjacent across the beam support conversion beam for arranging steel plate concrete shear wall that the present invention is provided, with following excellent
Point：
1）The present invention propose when the deck-molding using steel reinforced concrete conversion beam is higher, by it is adjacent across arrange steel plate concrete
Shear wall is to undertake shearing, not enough to solve the problems, such as profile steel concrete column shearing resistance.The method takes into full account structure feature,
And consider from building function, only supporting conversion beam both sides adjacent across respectively arranging one steel plate concrete shear wall along flood is high,
The impact to building function is at utmost reduced, accomplishes the coordinating and unifying of building function and structural system.
2）Space to built-in steel beam columns such as profile steel concrete column, steel reinforced concrete conversion beam, steel plate concrete shear walls
Relation provides design and supporting construction measure in detail, meanwhile, the feasibility and convenience of construction are taken into full account, maximum possible is true
Protect the realizability of construction quality.
The present invention is applied to the design of high-rise, high-rise building longspan structure, guaranteeing fabric architecture reasonable stress,
On the premise of meeting every bearing capacity and detailing requiments, the diversity of building function and the exploitativeness of construction are taken into full account, is fitted
For the situation of frame framework, and conversion beam, transition mast are respectively adopted the feelings of steel reinforced concrete conversion beam, profile steel concrete column
Condition.
Description of the drawings
Fig. 1 is the adjacent across the beam support conversion beam structural representation for arranging steel plate concrete shear wall of the present invention；
Fig. 2 is light plate concrete shear force wall detail drawing of the present invention；
Fig. 3 is the B-B sections in the present invention in Fig. 2, i.e. steel plate concrete shear wall sectional detail drawing；
Fig. 4 is that the A-A sections of Fig. 1 in the present invention, i.e. concrete-filled steel square tubular column change beam connecting node detail drawing with steel reinforced concrete；
Fig. 5 supports Behavior of Concrete-filled Square Steel Tubular Column Connections detail drawing for the medium-sized steel concrete conversion beam of invention；
Fig. 6 is the C-C sections of Fig. 5 in the present invention, i.e. concrete-filled steel square tubular column bottom is connected detail drawing with steel I-beam top flange.
Specific embodiment
The specific embodiment of the present invention is described in further detail below in conjunction with accompanying drawing.
It is of the present invention for high-rise, high-rise building longspan structure in it is a kind of adjacent across setting steel plate concrete
The beam support conversion beam of shear wall is as shown in figure 1, include steel reinforced concrete conversion beam 1, profile steel concrete column 2, steel plate coagulation
Native shear wall 3, concrete-filled steel square tubular column 4 and girder with rolled steel section en cased in concrete 5；The steel reinforced concrete conversion beam 1, girder with rolled steel section en cased in concrete 5
Constituted by beams of concrete 11, steel I-beam 12 in form, but the spatial relationship of its concrete sectional dimension and adjacent members is not
It is identical to the greatest extent；The profile steel concrete column 2 is made up of concrete column 21, cross reinforcing bar 22, steel diaphragm 23；The square steel tube coagulation
Earth pillar 4 is made up of square steel tube 41, built-in concrete 41, lateral shrouding 43, end shrouding 44；Wherein, steel I-beam 12 is by I-shaped
Steel top flange 121, I-steel web 122, I-steel lower flange 123 constitute.Wherein, concrete-filled steel square tubular column 4 is held on shaped steel
On concrete conversion beam 1, its quantity, horizontal layout are determined according to Practical Project situation；Steel plate concrete shear wall 3 is located at type
1 both sides of steel concrete conversion beam are adjacent across along flood high setting, are arranged symmetrically；2 left and right sides of profile steel concrete column respectively with
Steel plate concrete shear wall 3 is connected with steel reinforced concrete conversion beam 1.
Fig. 2 is light plate concrete shear force wall detail drawing of the present invention, wherein, the steel plate concrete shear wall 3 is by concrete
Shear wall 31, embedded steel plate shear force wall 32, shaped steel sleeper 33, vertical ribbed stiffener 34, level are constituted to ribbed stiffener 35.Embedded steel plate
32 side of shear wall is connected with the cross reinforcing bar 22 in profile steel concrete column 2, the work in upper and lower end and girder with rolled steel section en cased in concrete 5
Word girder steel 12 is connected, and three sides of the formation of steel plate concrete shear wall 3 are fixed, free force modes.Steel plate concrete is sheared
, only in 1 place floor of steel reinforced concrete conversion beam along flood high setting, length and thickness are by detailing requiments and to calculate stress comprehensive for wall 3
Close and determine.Embedded steel plate shear force wall 32 can according to actual loading demand, respectively vertically, level it is a number of vertical to arranging
Ribbed stiffener 34 and level are to ribbed stiffener 35, but at least should ensure that one level to ribbed stiffener 35 and adjacent steel reinforced concrete
The alignment of steel I-beam lower flange 123 or so in conversion beam 1 is arranged.
Fig. 3 is the B-B sections in the present invention in Fig. 2, as steel plate concrete shear wall top view sectional detail drawing, wherein,
Vertical ribbed stiffener 34 and level are arranged symmetrically in embedded 32 both sides of steel plate shear force wall to ribbed stiffener 35, and are sheared in embedded steel plate
The symmetrical spaced set peg in 32 both sides of wall 7.Embedded steel plate shear force wall 32, cross reinforcing bar 22, steel I-beam web 122 are same
Alignment on one axis is arranged, by being weldingly connected between three.
Fig. 4 is the A-A sections of Fig. 1 in the present invention, and as square combined steel and concrete column 4 is connected with steel reinforced concrete conversion beam 1
Node sectional detail drawing, wherein, 4 bottom welding of steel core concrete column is in the built-in steel I-beam upper limb of steel reinforced concrete conversion beam 1
121 top surface of edge, and in the 122 both sides symmetric position of steel I-beam web with 4 correspondence position of concrete-filled steel square tubular column along height side
To lateral shrouding 43 and end shrouding 44 is welded, thickness of slab is same with concrete-filled steel square tubular column 4 thick, wherein, end shrouding 44 is meeting
Arrange along 122 short transverse part of steel I-beam web on the premise of force request, must be at steel I-beam lower flange 123
Reserved certain altitude space.
Fig. 5 supports Behavior of Concrete-filled Square Steel Tubular Column Connections facade detail drawing for the medium-sized steel concrete conversion beam of invention, wherein, it is welded in
Steel I-beam top flange 121, steel I-beam web 122, the lateral shrouding 43 of steel I-beam lower flange 123 and end shrouding 44 with
4 consistency from top to bottom of concrete-filled steel square tubular column is arranged.Steel I-beam top flange 121, I-steel in the steel reinforced concrete conversion beam 1
Lower flange of girder edge 123, both sides is close in the range of 122 one fixed width of steel I-beam web of profile steel concrete column 2, end shrouding 44,
Peg 7 must be set in 122 certain limit of lateral shrouding 43 and position steel I-beam web, and particular number and spacing are by constructing
Read group total is wanted comprehensively to determine.
Fig. 6 is the C-C sections of Fig. 5 in the present invention, i.e. 4 bottom of concrete-filled steel square tubular column and steel I-beam top flange (121)
Connection detail drawing, wherein, the symmetrically reserved concreting in the range of steel I-beam top flange 121 is enclosed of concrete-filled steel square tubular column 4
Hole 8, to facilitate regional casting and compacting of concrete in steel reinforced concrete conversion beam 1 closely knit.
Fig. 1 is the adjacent beam support conversion beam detail of construction across setting steel plate concrete shear wall in concrete engineering example,
The present invention is applied in certain engineering project, 7 degree of seismic fortification intensity, first group of classification of design earthquake, II class of site category.This
2 layers of engineering underground, 31 layers on the ground of high building, index bed floor height 4.2m, main structure body total height 148.8m is high-rise building, knot
Structure system is the band frame shear wall structure that repeatedly two-way beam support is changed.High building horizontal layout is rectangle, based on special building
The needs of Facade form and each layer building function, high building part turn in 10,18,22,26 layers of setting unit respectively along short transverse
Beam is changed, there are 2 ~ 4 road conversion beams respectively, on beam, support 1 ~ 3 frame column, form local frame framework, conversion beam maximum span
24m.Neighbouring conversion beam is respectively horizontally and vertical to being alternately arranged every several floors in horizontal layout.That is structure
Not only there are many secondary beam lift post conversions in system.Positioned at high building corner shear wall and framework and Zhongting position armored concrete cylinder
Arrange along the upper and lower insertion of short transverse, other regional frame trestles are by carriage trestle on conversion beam more than 10 layers
Mode realize.In the project, respectively in 10,18,22,26 layers of end bay position conversion beam using proposed by the invention adjacent
Across the technical scheme of the beam support conversion beam for arranging steel plate concrete shear wall.
The present invention to have taken into full account and supported on both sides steel reinforced concrete turn occur due to adopting the conversion beam of higher deck-molding to cause
The not enough problem of 2 shearing resistance of profile steel concrete column of beam 1 is changed, by the adjacent steel plate coagulation across along flood high setting certain length
Native shear wall 3 undertakes shearing, not only simply and effectively solves the problem, and can at utmost reduce structural elements to building work(
Can impact, the structural system simple structure, power transmission clearly, be easy to construction.
Present example enumerates above-mentioned embodiment, but due to the diversity of cross-section of frame column form, it is corresponding it is adjacent across
Arrange
Difference in detail is deposited in structural form, unless the change of the interdependent node for causing is beyond the scope of this invention, otherwise all
Should be included within protection scope of the present invention.
Claims (10)
1. a kind of adjacent across the beam support conversion beam for arranging steel plate concrete shear wall, it is characterised in that：Including steel reinforced concrete
Conversion beam, profile steel concrete column, steel plate concrete shear wall, concrete-filled steel square tubular column and girder with rolled steel section en cased in concrete, wherein square steel tube
Concrete column is placed on steel reinforced concrete conversion beam, and steel plate concrete shear wall is located at steel reinforced concrete conversion beam both sides, and phase
Neighbour is arranged symmetrically across along flood high setting；The profile steel concrete column left and right sides respectively with steel plate concrete shear wall and shaped steel
Concrete conversion beam is connected.
2. according to claim 1 adjacent across the beam support conversion beam for arranging steel plate shear force wall, it is characterised in that：The type
Steel concrete conversion beam, girder with rolled steel section en cased in concrete are constituted by beams of concrete, steel I-beam, and steel I-beam is located in beams of concrete
Portion.
3. according to claim 2 adjacent across the beam support conversion beam for arranging steel plate shear force wall, it is characterised in that：The work
Word girder steel is made up of I-steel top flange, I-steel web, I-steel lower flange, I-steel top flange and I-steel bottom wing fate
The two ends of I-steel web are not welded on, steel I-beam is constituted.
4. according to claim 3 adjacent across the beam support conversion beam for arranging steel plate shear force wall, it is characterised in that：The type
Steel concrete column is made up of concrete column, cross reinforcing bar, steel diaphragm, and cross reinforcing bar is located inside concrete column, steel diaphragm
It is welded in cross reinforcing bar floor relevant position.
5. according to claim 3 adjacent across the beam support conversion beam for arranging steel plate shear force wall, it is characterised in that：The steel
Board concrete shear wall is from concrete shear force wall, embedded steel plate shear force wall, shaped steel sleeper, vertical ribbed stiffener, level to ribbed stiffener
Composition；Embedded steel plate shear force wall, shaped steel sleeper, vertical ribbed stiffener, level are located inside concrete shear force wall to ribbed stiffener, shaped steel
Sleeper is arranged on the end of embedded steel plate shear force wall, and the two is welded as a whole；Vertical ribbed stiffener, level are to ribbed stiffener along level side
To and be vertically set in qually spaced on embedded steel plate shear force wall respectively, and be symmetrically welded at the both sides of embedded steel plate shear force wall.
6. according to claim 5 adjacent across the beam support conversion beam for arranging steel plate concrete shear wall, it is characterised in that：
The embedded steel plate shear force wall respectively vertically, horizontal direction in both sides symmetric position, vertical ribbed stiffener and sash are set
Rib, and the embedded symmetrical spaced set peg in steel plate shear force wall both sides.
7. adjacent across the beam support conversion beam for arranging steel plate shear force wall according to any one of claim 3 to 6, its feature exists
In：The cross reinforcing bar phase in side and the profile steel concrete column of steel plate shear force wall is embedded in the steel plate concrete shear wall
Even, the upper and lower end of steel plate concrete shear wall is connected with the steel I-beam in girder with rolled steel section en cased in concrete so that steel plate concrete is sheared
Three sides of wall formation are fixed, the free force modes in one side.
8. according to claim 7 adjacent across the beam support conversion beam for arranging steel plate shear force wall, it is characterised in that：The side
Steel core concrete column is made up of square steel tube, built-in concrete, lateral shrouding, end shrouding；Built-in concreting is in square steel tube
Inside, lateral shrouding, end shrouding are located at immediately below square steel tube, and are welded on the type with square steel tube vertically consistency from top to bottom position
On steel I-beam inside steel concrete conversion beam.
9. according to claim 8 adjacent across the beam support conversion beam for arranging steel plate concrete shear wall, it is characterised in that：
The concrete-filled steel square tubular column bottom welding in steel reinforced concrete conversion beam steel I-beam top flange top surface, with Concrete-Filled Square Steel Tube
The steel I-beam web both sides symmetric position of post correspondence position welds lateral shrouding and end shrouding along short transverse；Wherein, hold
Portion's shrouding does not lead to high setting along steel I-beam web height direction on the premise of force request is met, must be under I-steel
Certain altitude space is reserved at the edge of a wing；Meanwhile, concrete-filled steel square tubular column is symmetrical arranged in the range of steel I-beam top flange is enclosed
Concreting hole, to facilitate regional casting and compacting of concrete in steel reinforced concrete conversion beam closely knit.
10. according to claim 9 adjacent across the beam support conversion beam for arranging steel plate concrete shear wall, its feature exists
In：Steel I-beam top flange, steel I-beam web, steel I-beam lower flange, end envelope in the steel reinforced concrete conversion beam
Plate, lateral shrouding must arrange peg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611261890.7A CN106522419B (en) | 2016-12-30 | 2016-12-30 | Adjacent beam-supporting column conversion beam that strides and set up steel sheet concrete shear force wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611261890.7A CN106522419B (en) | 2016-12-30 | 2016-12-30 | Adjacent beam-supporting column conversion beam that strides and set up steel sheet concrete shear force wall |
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| CN106522419B CN106522419B (en) | 2022-12-09 |
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Cited By (6)
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| CN107152105A (en) * | 2017-05-04 | 2017-09-12 | 浙江绿筑集成科技有限公司 | H profile steel combined concrete shear wall with T-shaped stiffener and preparation method thereof |
| CN108331172A (en) * | 2018-04-20 | 2018-07-27 | 香港华艺设计顾问(深圳)有限公司 | A kind of conversion beam of the unidirectional diagonal brace of setting |
| CN109057149A (en) * | 2018-09-18 | 2018-12-21 | 中国铁路设计集团有限公司 | A kind of steel reinforced concrete conversion beam and its inverted order construction method |
| CN113833120A (en) * | 2021-08-30 | 2021-12-24 | 三东筑工（德州）有限公司 | Connection structure of assembled precast concrete shear wall and girder steel |
| CN114033070A (en) * | 2021-12-17 | 2022-02-11 | 中国建筑第八工程局有限公司 | Anti-seismic combined shear wall structure |
| IT202100024860A1 (en) | 2021-09-29 | 2023-03-29 | Info Mtr Srl | HOLLOW COLUMN FOR MIXED STEEL-CONCRETE STRUCTURES WITH STRESS TRANSFER SYSTEM BETWEEN STEEL AND CONCRETE |
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| CN107152105A (en) * | 2017-05-04 | 2017-09-12 | 浙江绿筑集成科技有限公司 | H profile steel combined concrete shear wall with T-shaped stiffener and preparation method thereof |
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| CN109057149A (en) * | 2018-09-18 | 2018-12-21 | 中国铁路设计集团有限公司 | A kind of steel reinforced concrete conversion beam and its inverted order construction method |
| CN113833120A (en) * | 2021-08-30 | 2021-12-24 | 三东筑工（德州）有限公司 | Connection structure of assembled precast concrete shear wall and girder steel |
| CN113833120B (en) * | 2021-08-30 | 2022-05-03 | 三东筑工（德州）有限公司 | Connection structure of assembled precast concrete shear wall and girder steel |
| IT202100024860A1 (en) | 2021-09-29 | 2023-03-29 | Info Mtr Srl | HOLLOW COLUMN FOR MIXED STEEL-CONCRETE STRUCTURES WITH STRESS TRANSFER SYSTEM BETWEEN STEEL AND CONCRETE |
| CN114033070A (en) * | 2021-12-17 | 2022-02-11 | 中国建筑第八工程局有限公司 | Anti-seismic combined shear wall structure |
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