CN108019077A - A kind of construction method with flexible connecting structure masonry filler wall - Google Patents
A kind of construction method with flexible connecting structure masonry filler wall Download PDFInfo
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- CN108019077A CN108019077A CN201711332423.3A CN201711332423A CN108019077A CN 108019077 A CN108019077 A CN 108019077A CN 201711332423 A CN201711332423 A CN 201711332423A CN 108019077 A CN108019077 A CN 108019077A
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- tectosome
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/04—Walls having neither cavities between, nor in, the solid elements
-
- 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
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/025—Structures with concrete columns
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Fencing (AREA)
Abstract
The invention discloses a kind of construction method with flexible connecting structure masonry filler wall, mainly include the following steps：Step S1, concrete segment transport, handling；Step S2, bar planting；Step S3, snap the line；Step S4, builds preceding preparation by laying bricks or stones；Step S5, builds filling wall by laying bricks or stones；Step S6, hole of constructing；Step S7, sets collar tie beam；Step S8, sets dome brick.The seepage of water of road of the present invention is good, largely so that filled wall is destroyed in geological process, and agent structure will not be adversely affected.
Description
Technical field
The present invention relates to technical field of road construction, more particularly to a kind of applying with flexible connecting structure masonry filler wall
Work method.
Background technology
The wall of frame structure is filling wall, rises and goes along with sb. to guard him and compartmentation, weight are undertaken by beam column, fills wall not load-bearing.
Frame structure divides pure frame and half frame, and pure frame does not have load bearing wall, and half frame has load bearing wall, at present, filling wall and frame knot
Exterior wall wall column in structure is combined closely, for the way that is rigidly connected.The filling wall of such construct destroys, collapses in Wenchuan County in Sichuan earthquake
It is more, for draw earthquake calamity lesson, will flexible connection as new interconnection technique be applied to filling wall and exterior wall wall column between, guarantor
Filled wall has been demonstrate,proved not to be destroyed in geological process, and will not External Wall wall column adversely affect.
Such as a kind of masonry filler wall of disclosure of the invention that notification number is CN103469939B is flexibly connected antidetonation knot with main body
Structure and its construction method, stem or constructional column reinforcing bar are connected using bar planting mode with upper lower floor plate, door opening upper level to
Lintel or horizontal binder reinforcing bar are anchored into the stem of both sides or are connected using bar planting mode with agent structure, in lintel or horizontal system
For Liang Chu using U-shaped building block as beam forms, U-shaped building block is interior to place the beam muscle bound, then pours concrete shaping, masonry filler wall two
The gap of side, top and agent structure sets extruded polystyrene board as flexible connection.
Another technical solution set forth below solves above-mentioned technical problem.
The content of the invention
In view of the deficiencies of the prior art, the present invention provides a kind of applying with flexible connecting structure masonry filler wall
Work method, largely so that filled wall is destroyed in geological process, and will not cause agent structure unfavorable shadow
Ring.
To achieve the above object, the present invention provides following technical solution：One kind is filled with flexible connecting structure masonry
The construction method of wall, mainly includes the following steps：Step S1, concrete segment transport, handling：Concrete segment transport is shown up
Ground, neat stacking height of stacking are less than 2m, and lower part is lined with pad during stacking, and top is capped with ceiling；Step S2, bar planting：Using
Chemical adhesive mode is implanted into reinforcing bar to exterior wall wall column, and it is 700mm that reinforcing bar, which is reserved in outer length, between exterior wall wall column bar planting is vertical
Away from being 600mm；Step S3, snap the line：Exterior wall wall column side is equipped with absolute altitude sideline using filament bullet；Step S4, builds preceding preparation by laying bricks or stones
Work：It is divided into step S4.1, according to the size of reserved opening, poured using shaper needs prefabricated door, window hole in advance
The C20 concrete blocks of lintel, oblique top brick；Step S4.2, the same day moisten concrete segment surface sprinkling；Step S5, builds filling by laying bricks or stones
Wall：Step S5.1, builds basic unit by laying bricks or stones, and bottom first builds solid brick or first pours C20 coagulation earth steps platforms, its height 200mm, the same wall of width
It is thick；Step S5.2, builds upper strata by laying bricks or stones, under the conditions of normal construction, takes block using the fissure of displacement, and brick setting, small building block build are built daily
Build height preferably to control in 1.5m, then squeegee；Step S6, hole of constructing：Needed at windowsill and because installing door and window at doorframe,
Indwelling temporary construction hole on wall is filled, its side is no less than 500mm far from junction metope, and hole top should set reinforcing bar to mix
Solidifying soil lintel；Step S7, sets collar tie beam：Collar tie beam is poured using building template at the top 25cm-30cm of distance filling wall；Step
Rapid S8, sets dome brick：Oblique top brick of constructing between wall and collar tie beam is filled, and is provided between oblique top brick top and collar tie beam soft
Tectosome.
Through the above technical solutions, it is provided between filled cavity and collar tie beam and between filling wall and constructional column soft
Tectosome, is able to play the role of buffering on longitudinally and laterally, avoids filling wall and crack occurs.
Of the invention further, in the step S5, block has is provided with inlay between constructional column, constructional column and filling wall.
Through the above technical solutions, constructional column is concrete post actually, need to use constructional column for longer wall,
Its setting is primarily not to undertake vertical load, but resists the lateral loads such as shearing, antidetonation；Inlay primarily serves linking structure
Column is made with filling the effect of wall so that filling wall internal structure is even closer.
Of the invention further, the inlay is some soft constructions for being arranged at the side that filling wall closes on constructional column
Body, some soft tectosomes are vertically arranged at intervals, and the soft tectosome protrudes from filling wall, and the soft structure
Make and concrete is filled between body and constructional column.
Through the above technical solutions, soft tectosome can be shunk after being subject to transverse pressure, therefore the resistance for filling wall is cut
Power further improves, while after soft tectosome is filled, directly sets one between soft tectosome and the gap of constructional column
It is relatively low that layer concrete carries out linking bonding strength, therefore soft tectosome is arranged to protrude from filling wall, and adjacent two
Concrete Filled is carried out between a soft tectosome, then a layer concrete is set between soft tectosome and constructional column so that
It is also corresponding between filling wall and constructional column to be attached, be conducive to connect between raising filling wall, soft tectosome and constructional column
Connect the raising of intensity.
It is of the invention further, carry out the processing of bar planting again between the constructional column and filling wall, it is described again at bar planting
The reinforcing bar of reason, which is inserted and fixed, to be connected in soft tectosome.
Through the above technical solutions, to eliminate constructional column and filling wall（The concrete specially filled）Between due to temperature
Change the contraction fissure produced, and by the reinforcement installation in soft tectosome, the soft tectosome of one side is easy to can be real
Now punch, reinforcing bar be inserted into filling within the walls also just it is more convenient.
Of the invention further, the oblique top brick is floor castable.
Through the above technical solutions, improve collar tie beam as oblique top brick using floor castable and fill the knot between wall
Structure intensity.
Of the invention further, the soft tectosome between the filling wall and case collar tie beam deviates from collar tie beam side along its length
Direction offers some grooves, and the oblique top brick inlay card is in groove.
Through the above technical solutions, when oblique top brick inlay card is in groove, along filling wall length direction, soft tectosome with
It is mutually spacing between oblique top brick, avoid producing displacement in horizontal direction.
Of the invention further, the extruded polystyrene board is implanted with bar dowel, is filled out between the oblique top brick and extruded polystyrene board
Filled with concrete.
Through the above technical solutions, bar dowel is also to be adhered to extruded polystyrene board using chemical adhesive method, bar dowel can
Solid substrate is provided for extruded polystyrene board, in addition, bar dowel compared with extruded polystyrene board easily between mixed mud it is be bonded, therefore indirectly
Improve the bonding strength between extruded polystyrene board and oblique top brick.
Compared with prior art, the present invention have the following advantages that：First between filled cavity and collar tie beam and filling wall with
Soft tectosome is provided between constructional column, is able to play the role of buffering on longitudinally and laterally, avoids and fill out
Fill wall and crack occur, secondly, using oblique top brick as solid supporting structure, achieve the purpose that the soft tectosome of support, avoid
It occurs to sink, and secondly the soft tectosome being arranged between filled cavity and collar tie beam is mutually clamped with oblique top brick, is respectively increased
The stability of soft tectosome and oblique top brick.
Brief description of the drawings
Fig. 1 is the structure diagram of embodiment；
Fig. 2 is removed for embodiment and is partially filled with the structure diagram after wall；
Fig. 3 is the I portions enlarged diagram of Fig. 2；
Fig. 4 is the II portions enlarged diagram of Fig. 2.
Reference numeral：1st, concrete segment；2nd, bar dowel；3rd, solid brick；4th, hole；41st, reinforced concrete lintel；5th, enclose
Beam；6th, oblique top brick；7th, soft tectosome；71st, groove；8th, constructional column；9th, exterior wall wall column.
Embodiment
Referring to Fig. 1 to 4, embodiment 1, a kind of construction method with flexible connecting structure masonry filler wall, Specific construction
Step is as follows：
Step S1, concrete segment 1 are transported, loaded and unloaded：Should be stacked after marching into the arena by kind, specification it is neat, stacking height no more than
2m；Lower part is lined with pad during stacking, and top is capped with ceiling；
Step S2, bar planting：Bar planting is tension rib, is implanted into reinforcing bar to exterior wall wall column 9 using chemical adhesive mode, reinforcing bar is reserved
Length outside is 700mm, and the vertical spacing of 9 bar planting of exterior wall wall column is 600mm；
Step S3, snap the line：9 side of exterior wall wall column is equipped with absolute altitude sideline using filament bullet, and absolute altitude sideline can be used as and build coagulation by laying bricks or stones
Reference line during earth building blocks 1；
Step S4, builds preceding preparation by laying bricks or stones：It is divided into step S4.1, according to reserved opening 4（Hole 4 is mainly used for installing door and window）'s
Size, pours the C20 concrete blocks for needing prefabricated door, 4 lintel of window hole, oblique top brick 6 using shaper in advance；Step
S4.2, the same day moisten 1 surface sprinkling of concrete segment；
Step S5, builds filling wall by laying bricks or stones：Step S5.1, builds basic unit by laying bricks or stones, first builds solid brick 3 according to absolute altitude sideline bottom or first pours
C20 coagulation earth steps platforms, its height 200mm, the same wall thickness of width；Step S5.2, builds upper strata by laying bricks or stones, under the conditions of normal construction, using mistake
Seam takes block, and absolute altitude sideline brick setting, small building block build are built height by laying bricks or stones and preferably controlled in 1.5m daily, then squeegee；
Step S6, hole of constructing：Needed at windowsill and because installing door and window at doorframe, the indwelling temporary construction hole 4 on filling wall, its
Side is no less than 500mm far from junction metope, and 4 top of hole should set reinforced concrete lintel 41；
Step S7, sets collar tie beam 5：Collar tie beam 5 is poured using building template at the top 25cm-30cm of distance filling wall；
Step S8, sets dome brick：Oblique top brick 6 of constructing between wall and collar tie beam 5 is filled, using floor castable as oblique top brick 6, and
And soft tectosome 7 is provided between 6 top of oblique top brick and collar tie beam 5, using extruded polystyrene board as soft tectosome 7.
Embodiment 2, a kind of construction method with flexible connecting structure masonry filler wall, the difference with embodiment 1
It is, in the step S5, block has is provided with inlay between constructional column 8, constructional column 8 and filling wall；That is step S5, builds filling by laying bricks or stones
Wall：Step S5.1, builds basic unit by laying bricks or stones, first builds solid brick 3 according to absolute altitude sideline bottom or first pours C20 coagulation earth steps platforms, its height
200mm, the same wall thickness of width；Step S5.2, builds upper strata by laying bricks or stones, and under the conditions of normal construction, block, and absolute altitude sideline brick are taken using the fissure of displacement
Masonry, small building block build are built height by laying bricks or stones and are preferably controlled in 1.5m daily, then squeegee；Step S5.3, in filling wall at 3 meters
Block has constructional column 8, and is provided with inlay, inlay mixed mud between constructional column 8 and filling wall.
Embodiment 3, a kind of construction method with flexible connecting structure masonry filler wall, the difference with embodiment 2
It is, inlay is some soft tectosomes 7 for being arranged at the side that filling wall closes on constructional column 8, is also made using extruded polystyrene board
For soft tectosome 7, some soft tectosomes 7 are vertically arranged at intervals, and the soft tectosome 7 protrudes from filling
Wall, and concrete is filled between the soft tectosome 7 and constructional column 8.
Embodiment 4, a kind of construction method with flexible connecting structure masonry filler wall, the difference with embodiment 3
It is, the processing of bar planting again is carried out between the constructional column 8 and filling wall, and the bar planting again uses bar dowel 2 when handling（Tool
Body is shown in Fig. 3）, bar dowel 2, which is inserted and fixed, to be connected in soft tectosome 7.
Embodiment 5, a kind of construction method with flexible connecting structure masonry filler wall, the difference with embodiment 4
It is, the extruded polystyrene board filled between wall and case collar tie beam 5 offers some grooves 71 along its length away from 5 side of collar tie beam
（It is specifically shown in Fig. 4）, 6 inlay card of oblique top brick is in groove 71.
Embodiment 6, a kind of construction method with flexible connecting structure masonry filler wall, the difference with embodiment 4
It is, the extruded polystyrene board filled between wall and case collar tie beam 5 is implanted with bar dowel 2, is filled between oblique top brick and extruded polystyrene board
Concrete.
Comparative example, use notification number flexible even for a kind of masonry filler wall and main body of the disclosure of the invention of CN103469939B
Connect anti-seismic structure and its construction method carries out site operation.
Horizontal Seismic strength test：Destructive testing is carried out using hammer, filling wall is hit by filling wall sidepiece
Hit, the amount of force of shock is 200 Ns, and the frequency of shock is 6 beats/min, and the time in crack occurs in observation experiment group, every group
Test is multiple, and concrete outcome is that embodiment 1 is for more than 120 minutes more than 120 minutes, embodiment 2 respectively；Embodiment 3 is big
In 150 minutes；Embodiment 4 is more than 180 minutes；Embodiment 5 is more than 180 minutes；Embodiment 6 is more than 185 minutes；Contrast
Example is more than 90 minutes.
Longitudinal shock strength test：Destructive testing is carried out using hammer, from filling wall top to lower part to filling wall
Hit, the amount of force of shock is 200 Ns, and the frequency of shock is 4 beats/min, observation experiment group occur crack when
Between, every group of test is multiple, and concrete outcome is that embodiment 1 is for more than 230 minutes more than 220 minutes, embodiment 2 respectively；Implement
Example 3 is more than 200 minutes；Embodiment 4 is more than 240 minutes；Embodiment 5 is more than 380 minutes；Embodiment 6 is more than 420 points
Clock；Comparative example is more than 200 minutes.
The above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited merely to above-mentioned implementation
Example, all technical solutions belonged under thinking of the present invention belong to protection scope of the present invention.It should be pointed out that for the art
Those of ordinary skill for, some improvements and modifications without departing from the principles of the present invention, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (7)
1. a kind of construction method with flexible connecting structure masonry filler wall, it is characterised in that mainly include the following steps：Step
Rapid S1, concrete segment（1）Transport, handling：By concrete segment（1）To transport to place, neat stacking height of stacking is less than 2m,
Lower part is lined with pad during stacking, and top is capped with ceiling；Step S2, bar planting：Using chemical adhesive mode to exterior wall wall column（9）It is interior
It is implanted into reinforcing bar, it is 700mm that reinforcing bar, which is reserved in outer length, exterior wall wall column（9）The vertical spacing of bar planting is 600mm；Step S3, bullet
Line：Exterior wall wall column（9）Side is equipped with absolute altitude sideline using filament bullet；Step S4, builds preceding preparation by laying bricks or stones：It is divided into step S4.1,
According to reserved opening（4）Size, poured using shaper needs prefabricated door, window hole in advance（4）Lintel, oblique top brick
（6）C20 concrete blocks；Step S4.2, the same day is to concrete segment（1）Surface sprinkling moistens；Step S5, builds filling wall by laying bricks or stones：Step
Rapid S5.1, builds basic unit by laying bricks or stones, and solid brick is first built in bottom（3）Or first pour C20 coagulation earth steps platforms, its height 200mm, the same wall of width
It is thick；Step S5.2, builds upper strata by laying bricks or stones, under the conditions of normal construction, takes block using the fissure of displacement, and brick setting, small building block build are built daily
Build height preferably to control in 1.5m, then squeegee；Step S6, hole of constructing：Needed at windowsill and because installing door and window at doorframe,
Fill indwelling temporary construction hole on wall（4）, its side is no less than 500mm, hole far from junction metope（4）Top should be set
Reinforced concrete lintel（41）；Step S7, sets collar tie beam（5）：Using building mould at the top 25cm-30cm of distance filling wall
Plate pours collar tie beam（5）；Step S8, sets dome brick：Fill wall and collar tie beam（5）Between construct oblique top brick（6）, and in oblique top brick
（6）Top and collar tie beam（5）Between be provided with soft tectosome（7）.
A kind of 2. construction method with flexible connecting structure masonry filler wall according to claim 1, it is characterised in that
In the step S5, block has constructional column（8）, constructional column（8）Inlay is provided between filling wall.
A kind of 3. construction method with flexible connecting structure masonry filler wall according to claim 2, it is characterised in that
The inlay closes on constructional column to be arranged at filling wall（8）Side some soft tectosomes（7）, some soft tectosomes
（7）Vertically it is arranged at intervals, and the soft tectosome（7）Protrude from filling wall, and the soft tectosome（7）With structure
Make column（8）Between be filled with concrete.
A kind of 4. construction method with flexible connecting structure masonry filler wall according to claim 3, it is characterised in that
The constructional column（8）The processing of bar planting again is carried out between filling wall, the reinforcing bar of the processing of bar planting again is inserted and fixed company
It is connected to soft tectosome（7）It is interior.
A kind of 5. construction method with flexible connecting structure masonry filler wall according to claim 4, it is characterised in that
The oblique top brick（6）For floor castable.
A kind of 6. construction method with flexible connecting structure masonry filler wall according to claim 5, it is characterised in that
The filling wall and case collar tie beam（5）Between soft tectosome（7）Away from collar tie beam（5）Side offers some along its length
Groove（71）, the oblique top brick（6）Inlay card is in groove（71）It is interior.
A kind of 7. construction method with flexible connecting structure masonry filler wall according to claim 6, it is characterised in that
The soft tectosome（7）For extruded polystyrene board, the extruded polystyrene board is implanted with bar dowel（2）, the oblique top brick（6）With extrusion molding
Concrete is filled between styrofoam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711332423.3A CN108019077A (en) | 2017-12-13 | 2017-12-13 | A kind of construction method with flexible connecting structure masonry filler wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711332423.3A CN108019077A (en) | 2017-12-13 | 2017-12-13 | A kind of construction method with flexible connecting structure masonry filler wall |
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| Publication Number | Publication Date |
|---|---|
| CN108019077A true CN108019077A (en) | 2018-05-11 |
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ID=62073587
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711332423.3A Pending CN108019077A (en) | 2017-12-13 | 2017-12-13 | A kind of construction method with flexible connecting structure masonry filler wall |
Country Status (1)
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| CN (1) | CN108019077A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593442A (en) * | 2019-08-19 | 2019-12-20 | 西南交通大学 | Building method of masonry infilled wall adaptive to deformation of external frame |
| WO2023035803A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Stability reinforcement construction method suitable for historic building partition wall of wooden structure |
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|---|---|---|---|---|
| CN201581519U (en) * | 2009-11-10 | 2010-09-15 | 浙江泰宇建设有限公司 | Steam pressure aerated concrete building block masonry filling wall |
| CN201924486U (en) * | 2010-12-30 | 2011-08-10 | 苏州市建筑设计研究院有限责任公司 | Semi-flexible connection device for frame structure |
| CN103469939A (en) * | 2013-09-24 | 2013-12-25 | 中国建筑第二工程局有限公司 | Masonry infilled wall and main body flexible connection anti-seismic structure and construction method thereof |
| CN204531075U (en) * | 2015-03-31 | 2015-08-05 | 四川电力设计咨询有限责任公司 | The flexible connecting structure of masonry filler wall and concrete structure |
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2017
- 2017-12-13 CN CN201711332423.3A patent/CN108019077A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201581519U (en) * | 2009-11-10 | 2010-09-15 | 浙江泰宇建设有限公司 | Steam pressure aerated concrete building block masonry filling wall |
| CN201924486U (en) * | 2010-12-30 | 2011-08-10 | 苏州市建筑设计研究院有限责任公司 | Semi-flexible connection device for frame structure |
| CN103469939A (en) * | 2013-09-24 | 2013-12-25 | 中国建筑第二工程局有限公司 | Masonry infilled wall and main body flexible connection anti-seismic structure and construction method thereof |
| CN204531075U (en) * | 2015-03-31 | 2015-08-05 | 四川电力设计咨询有限责任公司 | The flexible connecting structure of masonry filler wall and concrete structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110593442A (en) * | 2019-08-19 | 2019-12-20 | 西南交通大学 | Building method of masonry infilled wall adaptive to deformation of external frame |
| WO2023035803A1 (en) * | 2021-09-10 | 2023-03-16 | 上海建为历保科技股份有限公司 | Stability reinforcement construction method suitable for historic building partition wall of wooden structure |
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Application publication date: 20180511 |