CN103469939B - A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof - Google Patents

A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof Download PDF

Info

Publication number
CN103469939B
CN103469939B CN201310437301.6A CN201310437301A CN103469939B CN 103469939 B CN103469939 B CN 103469939B CN 201310437301 A CN201310437301 A CN 201310437301A CN 103469939 B CN103469939 B CN 103469939B
Authority
CN
China
Prior art keywords
stem
building block
concrete
masonry
door opening
Prior art date
Application number
CN201310437301.6A
Other languages
Chinese (zh)
Other versions
CN103469939A (en
Inventor
刘治国
张际永
孙茜
安凤杰
贺国强
方鹏
王蓉
石伟
Original Assignee
中国建筑第二工程局有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中国建筑第二工程局有限公司 filed Critical 中国建筑第二工程局有限公司
Priority to CN201310437301.6A priority Critical patent/CN103469939B/en
Publication of CN103469939A publication Critical patent/CN103469939A/en
Application granted granted Critical
Publication of CN103469939B publication Critical patent/CN103469939B/en

Links

Abstract

A kind of masonry filler wall and main body flexibly connect the construction method of earthquake resistant structure, stem stem or constructional column reinforcing bar adopt bar planting mode to be connected with upper and lower floor, door opening upper level to lintel or horizontal binder reinforcing bar anchors in the stem stem of both sides or adopt bar planting mode to be connected with agent structure, adopt U-shaped building block as beam forms at lintel or horizontal binder place, the good beam muscle of colligation is placed in U-shaped building block, build concrete more shaping, the gap of masonry filler wall both sides, top and agent structure arranges extruded polystyrene board as flexibly connecting.Being rigidly connected to change into and filling flexibly connecting of extruded polystyrene board of tension rib will be added between traditional infilled wall and frame column, load bearing wall, ensure that filled wall when geological process not out-of-plane destroy outward, and unlikely adverse effect is caused to agent structure.

Description

A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof

Technical field

The present invention relates to building field, particularly relate to masonry filler wall and agent structure connected mode.

Background technology

At present, along with the connection General Requirements of the infilled wall in the past of ceramic tile technology and frame column, load bearing wall establishes steel tie along post or wall, infilled wall and frame column, load bearing wall are combined closely, and are the way that is rigidly connected.In Wenchuan County in Sichuan earthquake this class formation infilled wall destroy, collapse more, for drawing earthquake calamity lesson, to flexibly connect and be applied between infilled wall and agent structure as Novel connection connection technology, ensure that filled wall when geological process not out-of-plane destroy outward, and unlikely adverse effect is caused to agent structure.

Summary of the invention

The object of the invention is: provide a kind of masonry filler wall and main body to flexibly connect the construction method of earthquake resistant structure, being rigidly connected to change into and filling flexibly connecting of extruded polystyrene board of tension rib will be added between traditional infilled wall and frame column, load bearing wall, ensure that filled wall when geological process not out-of-plane destroy outward, and unlikely adverse effect is caused to agent structure.

To achieve these goals, technical scheme of the present invention is to provide a kind of masonry filler wall and main body flexibly connects earthquake resistant structure, comprise vertical stem stem or constructional column, horizontal direction lintel or horizontal binder, masonry and with agent structure flexibly connect extruded polystyrene board, stem stem or constructional column reinforcing bar adopt bar planting mode to be connected with upper and lower floor, door opening upper level to lintel or horizontal binder reinforcing bar anchors in the stem stem of both sides or adopt bar planting mode to be connected with agent structure, adopt U-shaped building block as beam forms at lintel or horizontal binder place, the good beam muscle of colligation is placed in U-shaped building block, build concrete more shaping, masonry filler wall both sides, the gap of top and agent structure arranges extruded polystyrene board as flexibly connecting.

This masonry filler wall and main body flexibly connect the construction method of earthquake resistant structure, comprise following construction sequence:

Step 1: body of wall unwrapping wire, before masonry is built by laying bricks or stones, presses absolute altitude by floor structure face levelling, releases the axis of a skin building block, masonry sideline and hole line according to working drawing;

Step 2: building block arranges, piecemeal scale, line within the scope of body of wall line;

Step 3: bar planting, corresponding stem stem position is set according to infilled wall length, carries out steel planting by concrete stem stem reinforcement location, bore diameter and the degree of depth different according to the difference of adopted anchoring adhesive, scene verify qualified after carry out injecting glue bar planting, keep after bar planting 24h solidify start again to build by laying bricks or stones;

Step 4: put down the end, after bottom concrete block masonry is good by the building block piecemeal scale line that bullet is good, build toward building block hollow position and fills with real C20 concrete, puts down the end as bottom row brick;

Step 5: build by laying bricks or stones, adopt " to hole, the fissure of displacement " masonry method, by the hole of one deck under the aligned of last layer building block when namely building by laying bricks or stones, perpends staggers mutually, does not stay straight joint;

Step 6: construction stem stem, when wall length is more than 5m, wall stage casing arranges stem stem, and the distance between stem stem and stem stem answers≤2.4m; Stem stem is established in door and window hole both sides; Stem stem is established at corner, J-shaped wall, cross wall handing-over position; When infilled wall length is less than 2.5m, bar connecting in door opening limit stem stem reinforcing bar and door upper level binder, stops to binder, no longer upwards extends; Wall is grown up when 2.5m, and door opening limit stem stem reinforcing bar extends at the bottom of beam or at the bottom of plate; Wall is long more than 5.0m, the high infilled wall more than 4.2m of wall, and the middle part long at wall arranges cast-in-situ reinforced concrete post by spacing 5.0m, and column cross-section size is 240mm × 200mm, and arrangement of reinforcement is 4 grade III steels 12, and stirrup is grade III steel 8 spacing is 250, builds C20 concrete;

Step 7: horizontal binder, wall higher primary school, should at the high middle part of wall when 4.2m, when having a door opening on door opening, arranges horizontal binder together; Wall high between 4.2m ~ 5.0m time, set up the 2 horizontal binders in road, spacing≤1.6m; During wall height > 5.0m, arrange the horizontal binder of multiple tracks, first is located on door opening, and all the other horizontal binders are arranged apart from being not more than 1.6m in vertical, horizontal binder and two ends shear wall or post anchoring, the horizontal binder of the wide body of wall of 200mm does template inside with U-shaped brick is double to build concrete shaping; When door opening width is not more than 1.5m, lintel bottom flitch carries out support, and U-shaped brick template of holding concurrently is built by laying bricks or stones, and inside join 3 grade III steels 10, stirrup is grade III steel 8 spacing is 200mm; When door opening width is greater than 1.5m, it is cast-in-place shaping that lintel installs template, and lintel is of a size of 200mm × 200mm, and inside join 4 Φ 12 grade III steels, stirrup is grade III steel 8 200, crosses beam steel and extend through each 300mm in both sides, hole;

Step 8: when building position to beam, plate, at least interval 7d, can carry out top and build by laying bricks or stones;

Step 9: top way; According to 8 degree of seismic fortification intensity requirements, as the long > 5.0m of wall, wall top is except building tightly with Vierendeel girder, plate, anchor point should be added, bar planting mode is adopted to implant in beam, plate by grade III steel 10 reinforcing bar, implantation depth is 120mm, protruded length is 150mm, and spacing is not more than 1.0m, and it is closely knit to fill with C20 concrete, according to stem stem spacing, 2 road anchor points are set between two stem stems, as wall length≤5.0m, anchor point are not set, after the thick extruded polystyrene board of filling 20mm, by closely knit for the filling of remaining space;

Step 10: filleting, extruded polystyrene board width is filled at infilled wall both sides and top should 20mm fewer than the every limit of building block width, after having built 7 days by laying bricks or stones, gap process can be carried out, first with polyurethane foams, gap is full of, wiped off by redundance with scraper, outermost is twisted with the fingers real again with sealing cement, between unlike material body of wall, finally paste the wide alkaline-resisting grid cloth polymer mortar of 200mm floating.

Wherein different according to described remaining space, implement different way, go up most a skin building block apart from beam or plate less than 30mm time, twist with the fingers with dry masonry mortar and put down; Go up most the space of a skin building block apart from beam or plate between 30mm ~ 50mm time, fill with real with C20 concrete; The space of going up a skin building block distance beam or plate is most when about 100mm, and build with solid brick is flat, mortar is twisted with the fingers real.

From calculating apart from the 20mm of wall column limit, both sides during row's brick, after reaching solidification intensity in stem stem bottom reinforcement bars implantation floor, then building block is built closely knit with C20 fine-stone concrete.

Fill extruded polystyrene board in the wide space of 20mm between blockwork and agent structure, polyphenyl plate width should 20mm fewer than the every limit of blockwork width, to ensure the space of spraying polyurethane foams and sealing cement outside polyphenyl plate.

Beneficial effect of the present invention:

Being rigidly connected to change into and filling flexibly connecting of extruded polystyrene board of tension rib will be added between traditional infilled wall and frame column, load bearing wall, detailed construction method and step are provided, be convenient to the construction effect ensureing to flexibly connect, ensure that filled wall when geological process not out-of-plane destroy outward, and unlikely adverse effect is caused to agent structure.

Accompanying drawing explanation

Fig. 1: build partition wall elevational schematic view by laying bricks or stones;

In figure: 1, stem stem; 2, horizontal binder; 3, arrange brick and put down the end; 4, bar planting; 5, extruded polystyrene board; 6, build by laying bricks or stones; 7, auxiliary block of concrete.

Detailed description of the invention

Masonry filler wall of the present invention except constructional column, stem stem, horizontal binder, lintel adopt bar planting mode to be connected with agent structure except, other positions all adopt extruded polystyrene board to spray polyurethane foams to be outward connected with agent structure with the flexible connection mode that sealing cement is closed again.Namely " connection of upper and lower, left and right point " is adopted, infilled wall up and down and beam, add constructional column or stem stem between plate, with horizontal binder or lintel point drawknot between infilled wall both sides and wall column, the space extruded polystyrene board of infilled wall and agent structure is filled, the destruction to wall column, beam slab during to alleviate earthquake.Body of wall inside arranges stem stem and horizontal binder, ensures stablizing outside body of wall out-of-plane.Door and window hole arranges stem stem and horizontal binder, ensures that body of wall has good globality, and body of wall unlikely disintegration when reaching destruction is collapsed.

Specifically as shown in Figure 1: a kind of masonry filler wall and main body flexibly connect earthquake resistant structure, comprise vertical stem stem or constructional column, horizontal direction lintel or horizontal binder, masonry and with agent structure flexibly connect extruded polystyrene board, stem stem or constructional column reinforcing bar adopt bar planting mode to be connected with upper and lower floor, door opening upper level to lintel or horizontal binder reinforcing bar anchors in the stem stem of both sides or adopt bar planting mode to be connected with agent structure, adopt U-shaped building block as beam forms at lintel or horizontal binder place, the good beam muscle of colligation is placed in U-shaped building block, build concrete more shaping, masonry filler wall both sides, the gap of top and agent structure arranges extruded polystyrene board as flexibly connecting.

Above-mentioned masonry filler wall and agent structure flexibly connect technology, and construction sequence is as follows:

Step 1: body of wall unwrapping wire.Before masonry is built by laying bricks or stones, absolute altitude is pressed in floor structure face levelling, release the axis of a skin building block, masonry sideline and hole line according to working drawing.

Step 2: building block arranges.Piecemeal scale, line within the scope of body of wall line, adopt the building block of master ga(u)ge lattice as far as possible.

Step 3: bar planting.Corresponding stem stem position is set according to infilled wall length, carries out steel planting by concrete stem stem reinforcement location.Bore diameter and the degree of depth different according to the difference of adopted anchoring adhesive.Through supervising engineer scene verify qualified after carry out injecting glue bar planting, keep after bar planting 24h solidify start again to build by laying bricks or stones.

Step 4: put down the end.After bottom concrete block masonry is good by the building block piecemeal scale line that bullet is good, build toward building block hollow position and fill with real C20 concrete, put down the end as bottom row brick.

Step 5: build by laying bricks or stones.Adopt " to hole, the fissure of displacement " masonry method.By the hole of one deck under the aligned of last layer building block when namely building by laying bricks or stones, perpends staggers mutually, does not stay straight joint.

Step 6: stem stem.When wall length is more than 5m, wall stage casing arranges stem stem, and the distance between stem stem and stem stem answers≤2.4m; Stem stem is established in door and window hole both sides; Stem stem is established at corner, J-shaped wall, cross wall handing-over position; As infilled wall length be less than 2.5m time, bar connecting in door opening limit stem stem reinforcing bar and door upper level binder, stops to binder, no longer upwards extends; Wall is grown up when 2.5m, and door opening limit stem stem reinforcing bar extends at the bottom of beam or at the bottom of plate; Wall is long more than 5.0m, the high infilled wall more than 4.2m of wall, and the middle part long at wall arranges cast-in-situ reinforced concrete post by spacing 5.0m, and column cross-section size is 240mm × 200mm, and arrangement of reinforcement is 4 grade III steels 12, and stirrup is grade III steel 8 spacing is 250, builds C20 concrete.The thick wall of stem stem arrangement of reinforcement: 200mm, 2  12 to be placed in a core pole hole and to fill with real C20 concrete.

Step 7: horizontal binder.Wall higher primary school, when 4.2m, should arrange horizontal binder together the high middle part of wall when door opening (have on door opening); Wall high between 4.2m ~ 5.0m time, set up the 2 horizontal binders in road, spacing≤1.6m; During wall height > 5.0m, should arrange the horizontal binder of multiple tracks, first is located on door opening, and all the other horizontal binders are arranged apart from being not more than 1.6m in vertical.Horizontal binder and two ends shear wall or post anchoring.The horizontal binder of the wide body of wall of 200mm can do template inside to build concrete shaping with U-shaped brick is double; When door opening width is not more than 1.5m, lintel bottom flitch carries out support, and U-shaped brick template of holding concurrently is built by laying bricks or stones, and inside join 3 grade III steels 10, stirrup is grade III steel 8 spacing is 200mm; When door opening width is greater than 1.5m, it is cast-in-place shaping that lintel installs template, and lintel is of a size of 200mm × 200mm, inside joins 4 Φ 12(grade III steels), stirrup is grade III steel 8@200.Cross beam steel and extend through each 300mm in both sides, hole.

Step 8: when building position to beam, plate, at least after the 7d of interval, can carry out top and build by laying bricks or stones.

Step 9: top way.According to 8 degree of seismic fortification intensity requirements, as the long > 5.0m of wall, wall top, except building tightly with Vierendeel girder, plate, should add anchor point, adopts bar planting mode to implant in beam, plate by grade III steel 10 reinforcing bar, implantation depth is 120mm, protruded length is 150mm, and spacing is not more than 1.0m, and it is closely knit to fill with C20 concrete, according to stem stem spacing, 2 road anchor points are set between two stem stems.As wall length≤5.0m, anchor point is not set, after the thick extruded polystyrene board of filling 20mm, takes different modes to clog according to remaining pore size closely knit.

1) a skin building block is gone up most flat less than twisting with the fingers with dry masonry mortar during 30mm apart from beam (plate);

2) go up most the space of a skin building block apart from beam (plate) between 30mm ~ 50mm time, fill with real with C20 concrete;

3) go up the space of a skin building block apart from beam (plate) most when about 100mm, build with solid brick is flat, mortar is twisted with the fingers real.

Step 10: filleting.Extruded polystyrene board width is filled at infilled wall both sides and top should 20mm fewer than the every limit of building block width, after having built 7 days by laying bricks or stones, can carry out gap process.First be full of in gap with polyurethane foams, wiped off by redundance with scraper, outermost is twisted with the fingers real again with sealing cement.Finally between unlike material body of wall, paste the wide alkaline-resisting grid cloth polymer mortar of 200mm floating.

Claims (4)

1. a masonry filler wall and main body flexibly connect the construction method of earthquake resistant structure, it is characterized in that: described masonry filler wall and main body flexibly connect earthquake resistant structure and comprise vertical stem stem or constructional column, horizontal direction lintel or horizontal binder, masonry and with agent structure flexibly connect extruded polystyrene board, stem stem or constructional column reinforcing bar adopt bar planting mode to be connected with upper and lower floor, door opening upper level to lintel or horizontal binder reinforcing bar anchors in the stem stem of both sides or adopt bar planting mode to be connected with agent structure, adopt U-shaped building block as beam forms at lintel or horizontal binder place, the good beam muscle of colligation is placed in U-shaped building block, build concrete more shaping, masonry filler wall both sides, the gap of top and agent structure arranges extruded polystyrene board as flexibly connecting, comprise following construction sequence:
Step 1: body of wall unwrapping wire, before masonry is built by laying bricks or stones, presses absolute altitude by floor structure face levelling, releases the axis of a skin building block, masonry sideline and hole line according to working drawing;
Step 2: building block arranges, piecemeal scale, line within the scope of body of wall line;
Step 3: bar planting, corresponding stem stem position is set according to infilled wall length, carries out steel planting by concrete stem stem reinforcement location, bore diameter and the degree of depth different according to the difference of adopted anchoring adhesive, scene verify qualified after carry out injecting glue bar planting, keep after bar planting 24h solidify start again to build by laying bricks or stones;
Step 4: put down the end, after bottom concrete block masonry is good by the building block piecemeal scale line that bullet is good, build toward building block hollow position and fills with real C20 concrete, puts down the end as bottom row brick;
Step 5: build by laying bricks or stones, adopt " to hole, the fissure of displacement " masonry method, by the hole of one deck under the aligned of last layer building block when namely building by laying bricks or stones, perpends staggers mutually, does not stay straight joint;
Step 6: construction stem stem, when wall length is more than 5m, wall stage casing arranges stem stem, and the distance between stem stem and stem stem answers≤2.4m; Stem stem is established in door and window hole both sides; Stem stem is established at corner, J-shaped wall, cross wall handing-over position; When infilled wall length is less than 2.5m, bar connecting in door opening limit stem stem reinforcing bar and door upper level binder, stops to binder, no longer upwards extends; Wall is grown up when 2.5m, and door opening limit stem stem reinforcing bar extends at the bottom of beam or at the bottom of plate; Wall is long more than 5.0m, the high infilled wall more than 4.2m of wall, and the middle part long at wall arranges cast-in-situ reinforced concrete post by spacing 5.0m, and column cross-section size is 240mm × 200mm, and arrangement of reinforcement is 4 grade III steel Φ 12, and stirrup is grade III steel Φ 8 spacing is 250mm, builds C20 concrete;
Step 7: horizontal binder, wall higher primary school, should at the high middle part of wall when 4.2m, when having a door opening on door opening, arranges horizontal binder together; Wall high between 4.2m ~ 5.0m time, set up the 2 horizontal binders in road, spacing≤1.6m; During wall height > 5.0m, arrange the horizontal binder of multiple tracks, first is located on door opening, and all the other horizontal binders are arranged apart from being not more than 1.6m in vertical, horizontal binder and two ends shear wall or post anchoring, the horizontal binder of the wide body of wall of 200mm does template inside with U-shaped brick is double to build concrete shaping; When door opening width is not more than 1.5m, lintel bottom flitch carries out support, and U-shaped brick template of holding concurrently is built by laying bricks or stones, and inside join 3 grade III steel Φ 10, stirrup is grade III steel Φ 8 spacing is 200mm; When door opening width is greater than 1.5m, it is cast-in-place shaping that lintel installs template, and lintel is of a size of 200mm × 200mm, and inside join 4 Φ 12 grade III steels, stirrup is grade III steel Φ 8 200, crosses beam steel and extend through each 300mm in both sides, hole;
Step 8: when building position to beam, plate, at least interval 7d, can carry out top and build by laying bricks or stones;
Step 9: top way; According to 8 degree of seismic fortification intensity requirements, as the long > 5.0m of wall, wall top is except building tightly with Vierendeel girder, plate, anchor point should be added, bar planting mode is adopted to implant in beam, plate by grade III steel Φ 10 reinforcing bar, implantation depth is 120mm, protruded length is 150mm, and spacing is not more than 1.0m, and it is closely knit to fill with C20 concrete, according to stem stem spacing, 2 road anchor points are set between two stem stems, as wall length≤5.0m, anchor point are not set, after the thick extruded polystyrene board of filling 20mm, by closely knit for the filling of remaining space;
Step 10: filleting, extruded polystyrene board width is filled at infilled wall both sides and top should 20mm fewer than the every limit of building block width, after having built 7 days by laying bricks or stones, gap process can be carried out, first with polyurethane foams, gap is full of, wiped off by redundance with scraper, outermost is twisted with the fingers real again with sealing cement, between unlike material body of wall, finally paste the wide alkaline-resisting grid cloth polymer mortar of 200mm floating.
2. construction method according to claim 1, is characterized in that: different according to described remaining space, implements different way, go up most a skin building block apart from beam or plate less than 30mm time, twist with the fingers with dry masonry mortar and put down; Go up most the space of a skin building block apart from beam or plate between 30mm ~ 50mm time, fill with real with C20 concrete; The space of going up a skin building block distance beam or plate is most when about 100mm, and build with solid brick is flat, mortar is twisted with the fingers real.
3. construction method according to claim 1, is characterized in that: from calculating apart from the 20mm of wall column limit, both sides during row's brick, after reaching solidification intensity in stem stem bottom reinforcement bars implantation floor, then building block is built closely knit with C20 fine-stone concrete.
4. according to the construction method one of claim 1-3 Suo Shu, it is characterized in that: in the wide space of the 20mm between blockwork and agent structure, fill extruded polystyrene board, polyphenyl plate width should 20mm fewer than the every limit of blockwork width, to ensure the space of spraying polyurethane foams and sealing cement outside polyphenyl plate.
CN201310437301.6A 2013-09-24 2013-09-24 A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof CN103469939B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310437301.6A CN103469939B (en) 2013-09-24 2013-09-24 A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310437301.6A CN103469939B (en) 2013-09-24 2013-09-24 A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof

Publications (2)

Publication Number Publication Date
CN103469939A CN103469939A (en) 2013-12-25
CN103469939B true CN103469939B (en) 2015-09-09

Family

ID=49794967

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310437301.6A CN103469939B (en) 2013-09-24 2013-09-24 A kind of masonry filler wall and main body flexibly connect earthquake resistant structure and construction method thereof

Country Status (1)

Country Link
CN (1) CN103469939B (en)

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103883022B (en) * 2014-03-20 2016-04-27 中国建筑第二工程局有限公司 The construction method of space enclosing structure inner-outer wall antidetonation and sound insulation cracking resistance integrated structure
CN103967163B (en) * 2014-03-31 2016-04-27 太原理工大学 End, wall limit concave waves masonry wall
CN104179262B (en) * 2014-08-21 2016-09-14 山西一建集团有限公司 The heat bridge processing method of external wall outer insulation external door window
CN104179273B (en) * 2014-09-15 2016-08-24 中国建筑股份有限公司 A kind of bottom punches the fabricated assembly overall concrete shear wallboard containing many coupling beams
CN104389361A (en) * 2014-11-04 2015-03-04 华南理工大学 Damping filling wallboard for frame structure
CN104775544B (en) * 2015-03-04 2017-09-15 安徽新华学院 A kind of arrangement of reinforcement grout building block is combined coupling beam energy dissipation type coupled wall and preparation method
CN104989100B (en) * 2015-05-25 2017-05-10 中国十七冶集团有限公司 Construction method for crack prevention on connecting portion of masonry wall and concrete wall column
CN105421775B (en) * 2015-11-06 2017-11-10 北京崇建工程有限公司 A kind of lintel construction method of brick mix structure
CN105569214A (en) * 2015-12-31 2016-05-11 青建集团股份公司 Dense thin-wall filled building block construction technology
CN105649235A (en) * 2015-12-31 2016-06-08 青建集团股份公司 Construction technique for MS dense thin-wall building block filling
CN105507454B (en) * 2016-02-27 2017-10-10 中国地震局工程力学研究所 One kind deformation controllable type frame wall filled with masonry and the practice
CN105604344B (en) * 2016-02-28 2018-01-30 叶香竹 A kind of reinforcement means for having crack interior wall
CN105908864B (en) * 2016-05-25 2018-02-27 新宇建设有限公司 Fill masonry and the construction method of frame-shear wall prevention Interface Crack structure
CN105937278B (en) * 2016-06-06 2019-06-07 河北建筑工程学院 A kind of assembly concrete frame wall filled with masonry system and its construction method
CN106088603A (en) * 2016-07-27 2016-11-09 张晶廷 A kind of construction method of cast-in-place concrete building structure
CN106049665B (en) * 2016-07-28 2018-05-04 中信国安建工集团有限公司 The construction method of the cast-in-place core of light block wall
CN108457402A (en) * 2017-02-21 2018-08-28 黄靓 A kind of concrete structure construction method with assembled masonry filler wall
CN106948600A (en) * 2017-03-03 2017-07-14 重庆大学 Core column type is without the slurry accurate block masonry of air entrained concrete and its construction method
CN108019077A (en) * 2017-12-13 2018-05-11 成都思纳誉联建筑设计有限公司 A kind of construction method with flexible connecting structure masonry filler wall
CN109057066A (en) * 2018-08-20 2018-12-21 中国冶集团有限公司 A kind of flexible connection anti-seismic structure and construction method
CN109653382A (en) * 2018-11-27 2019-04-19 上海宝冶集团有限公司 Gap construction technology at the top of masonry wall between main structure
CN110206309A (en) * 2019-07-03 2019-09-06 河南西艾尔墙体科技有限公司 A kind of CL cast-in-place shear wall and filled-in panel flexible connecting method
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

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090260312A1 (en) * 2006-05-24 2009-10-22 Yan Sup Lee Fix Holder, Steel Wire, Bricks, and Bricks Walls Reinforcement Method Thereby
CN102116061B (en) * 2009-12-30 2013-03-06 中铁建工集团有限公司 Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure
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
CN103266767B (en) * 2013-05-27 2015-06-10 中国航天建设集团有限公司 Construction method for preventing and treating cracks between concrete structure and filler wall

Also Published As

Publication number Publication date
CN103469939A (en) 2013-12-25

Similar Documents

Publication Publication Date Title
CN102808465B (en) Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination
CN105926803B (en) A kind of 3D printing reinforced masonry shear wall structure with concave convex texture
CN102900168B (en) Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall
CN203320738U (en) Assembled concrete frame-shear wall structure
CN103924711B (en) The construction technology of assembling grillage shear wall structural system
CN102116061B (en) Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure
CN203514336U (en) Embedded foundation of composite wallboard
CN202831203U (en) Assembly type concrete frame-shear wall split assembling structure and fabricative structure
CN101769008B (en) Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams
CN206143951U (en) Connected node of rammed earth wall and blockwork
CN101769154A (en) Excavation supporting method for tunnel construction
CN102444142A (en) Pile group column replacement expanded basement and construction method of same
CN105951880A (en) Assembled underground structure of precast concrete planks and construction method thereof
CN104594523B (en) The prestressing force concatenation construction method of fabricated shear wall
CN102418386B (en) Reinforced concrete prefabricated integrally-cast building structure system and construction method thereof
CN103410332A (en) Concrete hollow block reinforced wall construction technology
CN202925716U (en) Integrally assembled type concrete filled steel tube frame shear wall
CN104895346B (en) Hardened system and its construction technology that the anti-local soil body of crude cave house vault caves in
CN106702910B (en) A kind of main girder construction technique of the double rope face low-pylon cable-stayed bridges of double tower
CN202831296U (en) Assembled spliced connecting structure of concrete frame-shear wall and structure constructed
CN104947603B (en) A kind of rc beam bridge girder reinforcing construction and reinforcement means
CN101949135B (en) Transverse anchorage system outside hollow slab bridge body and construction process thereof
CN205242706U (en) Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window
CN102003080B (en) Anti-seismic reinforcing structure and method of old brickwork building
CN203383508U (en) One-sided formwork body structure backing onto brick concrete retaining wall

Legal Events

Date Code Title Description
PB01 Publication
C06 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150909

Termination date: 20170924

CF01 Termination of patent right due to non-payment of annual fee