CN203961054U - A kind of combined connecting structure of fabricated shear wall plate - Google Patents
A kind of combined connecting structure of fabricated shear wall plate Download PDFInfo
- Publication number
- CN203961054U CN203961054U CN201420366922.XU CN201420366922U CN203961054U CN 203961054 U CN203961054 U CN 203961054U CN 201420366922 U CN201420366922 U CN 201420366922U CN 203961054 U CN203961054 U CN 203961054U
- Authority
- CN
- China
- Prior art keywords
- wallboard
- hole
- sleeper
- window hole
- cast
- Prior art date
- Legal status (The legal status 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 status listed.)
- Expired - Lifetime
Links
- 241001669679 Eleotris Species 0.000 claims abstract description 38
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 210000003195 fascia Anatomy 0.000 claims abstract description 34
- 239000004567 concrete Substances 0.000 claims abstract description 16
- WSNMPAVSZJSIMT-UHFFFAOYSA-N COc1c(C)c2COC(=O)c2c(O)c1CC(O)C1(C)CCC(=O)O1 Chemical compound COc1c(C)c2COC(=O)c2c(O)c1CC(O)C1(C)CCC(=O)O1 WSNMPAVSZJSIMT-UHFFFAOYSA-N 0.000 claims abstract description 6
- 230000008878 coupling Effects 0.000 claims description 36
- 238000010168 coupling process Methods 0.000 claims description 36
- 238000005859 coupling reaction Methods 0.000 claims description 36
- 230000002787 reinforcement Effects 0.000 claims description 10
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 5
- 210000003456 pulmonary alveoli Anatomy 0.000 abstract description 8
- 238000010276 construction Methods 0.000 description 8
- 238000004873 anchoring Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000002002 slurry Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000000205 computational method Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000005194 fractionation Methods 0.000 description 1
- 230000009931 harmful effect Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a kind of combined connecting structure of fabricated shear wall plate, described shear wall slab is by being with window hole side fascia, band door opening inner wall panel and assembling without hole wallboard; Two neighbouring described vertical connection structures with window hole side fascia are: at sleeper I place, adopt reinforced bar sleeve grouting structure to connect; Two neighbouring described vertical connection structures with door opening inner wall panel plate are: at sleeper II place, adopt reinforced bar sleeve grouting structure to connect, adopt cast-in-place concrete structure I to connect at described sleeper side fascia place; Two neighbouring described vertical connection structures without hole wallboard are: two ends adopt steel plate to be located by connecting, and the middle cast-in-place concrete structure II that adopts connects.The utility model employing sleeve and being connected of Alveolus type node combination and being connected that drift bolt is located by connecting and Alveolus type node combines, solved site operation difficulty, the high problem of cost effectively.
Description
Technical field
The utility model relates to building structure field, particularly a kind of combined connecting structure of fabricated shear wall plate.
Background technology
For a long time, reinforced concrete shear wall structure mainly adopts the operating type of cast in situs, and industrialization degree is low, and the resource consumptions such as the energy, timber, water are high, and building waste, quantity of wastewater effluent are large, do not meet national energy-saving environmental protection sustainable development policy.Adopt the fabricated construction of factory-made component, on-site consolidation can effectively improve efficiency of construction, energy conservation and resource, reduce building waste and the problems such as harmful effect of site operation to environment.
At present, the research of fabricated construction and technological development mainly concentrate on wall connecting Seismic Behavior aspect.For fabricated shear wall structure, how to split-to assemble body of wall, use which kind of connected mode, will directly affect structure power transmission pattern and computational methods.Now, in prefabricated concrete structure, reinforcing bar connects and mainly to adopt that sleeve connects, slurry anchor connects, be welded to connect and be connected 4 kinds of modes with Alveolus type, and these 4 kinds of connected modes all can effectively be transmitted vertical reinforcement stress, and precast wall body destruction form approaches site concrete.Its middle sleeve grouting connects applied widely, but exists the problems such as sleeve high cost, construction precision requirement height; Steel bar welding connects link cost ratio and is easier to control, and its shortcoming is to exist that Site Welding workload is large, welding quality is difficult to the problems such as assurance; Overlap joint slurry anchor connects reliably indirectly, cheap, but exist, site operation difficulty is large, preformed hole forming quality is difficult to the problems such as assurance; Alveolus type connection construction is convenient, and cost is lower, connect reliably, but it is low based on body of wall middle part vertical reinforcement stress level, also inapplicable for the connection of the vertical muscle of sleeper.In addition, sleeve connects with slurry anchor and is connected and belongs to dry connection, at seam crossing, easily ftractures, and its shear strength and rigidity are obviously different from monobloc cast member, affect the globality of structure.
Summary of the invention
The utility model provides a kind of combined connecting structure of fabricated shear wall plate for solving the technical problem existing in known technology, this structure connects reliably, cost is lower, construction assembling is quick.
The technical scheme that the utility model is taked for the technical problem existing in solution known technology is: a kind of combined connecting structure of fabricated shear wall plate, and described shear wall slab is by being with window hole side fascia, band door opening inner wall panel and assembling without hole wallboard;
Described band window hole side fascia consists of window hole both sides sleeper I and the upper and lower coupling beam of window hole; On described window hole, in coupling beam, be reserved with the cast-in-place groove I of floor, before cast-in-situ concrete is built, on described window hole, on the vertical muscle in the top of coupling beam and described window hole, outside the stirrup top of coupling beam, be exposed in described cast-in-place groove I; Two neighbouring described vertical connection structures with window hole side fascia are: sleeper I opposing upper and lower connects by steel bar stress sleeve grouting structure, and two described band window hole side fascias neighbouring within the scope of coupling beam, without connection, form horizontal joint;
Described band door opening inner wall panel consists of coupling beam and sleeper side fascia on both sides, hole sleeper II, door opening, on described door opening, in coupling beam, be reserved with the cast-in-place groove II of floor, the end face of described sleeper side fascia and bottom surface are respectively provided with a level connection joint groove I, in described level connection joint groove I, be provided with dentalation, the vertical distribution reinforcement of described sleeper side fascia extend out to outside described level connection joint groove I; Two neighbouring described vertical connection structures with door opening inner wall panel plate are: sleeper II opposing upper and lower connects by steel bar stress sleeve grouting structure, and two relative described sleeper side fascias adopt cast-in-place concrete structure I to connect;
The inside and outside both sides at the described top without hole wallboard and two ends, left and right, bottom are equipped with detent, in described detent, be provided with junction steel plate, described junction steel plate is welded on anchor bar, described anchor bar is embedded in described without in the wallboard of hole, describedly without hole wallboard, at described junction steel plate place, is provided with the through walls to pulling eye of perforation; At the described end face without hole wallboard and bottom surface, be respectively provided with a level connection joint groove II, in described level connection joint groove II, be provided with dentalation, the described vertical distribution reinforcement without hole wallboard extend out to outside described level connection joint groove II; Two neighbouring described vertical connection structures without hole wallboard are: on two junction steel plates opposing upper and lower, overlap an assembly connection steel plate, by split bolt, neighbouring two are describedly linked together without hole wallboard; In the space forming in two relative described level connection joint groove II, form cast-in-place concrete structure II;
Described with window hole side fascia, describedly with door opening inner wall panel and described horizontal distribution reinforcing bar without hole wallboard, all stretch out member and cast-in-place edge member anchor connection.
Prefabricated structure wallboard in coupling beam under described window hole, forms perps between described structure wallboard and described sleeper I.
Advantage and the good effect that the utlity model has are: meeting the wallboard that under the prerequisite of related specifications, shear wall structure is split as to three kinds of forms, coupling beam and sleeper are all in advance in wallboard, solved coupling beam steel bar stress anchoring problem, sleeper steel bar stress adopts sleeve connection realization to be equal to cast-in-place.This rational fractionation mode, the standardization, the Seriation Design that are applicable to shear wall prefabricated panel are produced, and have improved the prefabricated degree of building simultaneously.End wall limb is shorter, coupling beam span-depth radio hour, under geological process, easily there is the rough sledding that wall limb destroys prior to coupling beam, the utility model adopts two kinds of measures to address this problem simultaneously: 1) prefabricated structure wallboard in coupling beam under window hole, makes to construct between wallboard and sleeper and form perps; 2) at neighbouring two, in coupling beam position, form the horizontal joint of certain altitude between with window hole side fascia, dexterously the design of doubly-linked beam is introduced to fabricated construction.Perps is set can isolate the structure wallboard between perps and body of wall stress system and only serve as structure member, and this structure member bottom wallboard calculates arrangement of reinforcement by coupling beam, thereby reduces hole downside wall stiffness, reduces the risk that body of wall destroys prior to coupling beam; The span-depth radio that horizontal joint can increase coupling beam is set, thereby increases ratio of shear span to effective depth of section, improve ductility, and then improve structural entity anti-seismic performance.
The horizontal Nodes of prefabricated panel is made teeth groove shape, and the shear connector that cast-in-place band forms has improved the shear behavior of structure, and the overall performance of fabricated shear wall is improved.Without wall end, hole, adopt steel plate drift bolt to connect, body of wall interior outside splicing steel plate and bolt bearing capacity are higher, form whole rear steel plate and can transmit axial force, can bear moment-in-plane together with cast-in-place edge member.At construction stage steel plate, connect and can bear moment-out-plane, can realize the accurate location of upper and lower body of wall, the method is simple to operate, connects reliable.
In sum, the method of attachment that the utility model adopts the method for attachment of sleeve and the combination of Alveolus type node and drift bolt to be located by connecting and to combine with Alveolus type node, with respect to sleeve, connect, be welded to connect and indirectly starch the singular association modes such as anchor connection, effectively solved site operation difficulty, the high problem of cost.
Accompanying drawing explanation
Fig. 1 is band window hole external wall elevation schematic diagram of the present utility model;
Fig. 1-1 is the 1-9 portion enlarged drawing of Fig. 1;
Fig. 2 is of the present utility model without hole wall elevational schematic view;
Fig. 2-1 is the B portion enlarged drawing of Fig. 2;
Fig. 2-2 are the A-A sectional drawing of Fig. 2-1;
Fig. 2-3 are the C-C sectional drawing of Fig. 2-1;
Fig. 3 is band door opening wall elevational schematic view of the present utility model.
In figure:
1, band window hole side fascia; 1-1, sleeper I; 1-2, steel bar stress; 1-3, perps; 1-4, structure wallboard; Coupling beam under 1-5, window hole; Coupling beam on 1-6, window hole; 1-7, the vertical muscle in top; The top of 1-8, stirrup; 1-9, sleeper steel bar stress sleeve grouting connected node; 1-10, horizontal joint;
2, without hole wallboard; 2-1, detent; 2-2, anchor bar; 2-3, junction steel plate; 2-4, assembly connection steel plate; 2-5, through walls to pulling eye; 2-6, split bolt; 2-7, level connection joint groove; 2-8, vertical distribution reinforcement; 2-9, cast-in-place concrete structure II;
3, band door opening inner wall panel; 3-1, sleeper side fascia; 3-2, sleeper II; 3-3, steel bar stress; Coupling beam on 3-4, door opening; 3-5, floor.
The specific embodiment
For further understanding summary of the invention of the present utility model, Characteristic, hereby exemplify following examples, and coordinate accompanying drawing to be described in detail as follows:
Refer to accompanying drawing, a kind of combined connecting structure of fabricated shear wall plate, described shear wall slab is by being with window hole side fascia 1, band door opening inner wall panel 3 and assembling without hole wallboard 2; Be with window hole side fascia 1, band door opening inner wall panel 3 and be prefabricated units without hole wallboard 2, coupling beam and both sides, hole sleeper are all arranged in above-mentioned prefabricated units.
Described band window hole side fascia 1 consists of window hole both sides sleeper I 1-1 and the upper and lower coupling beam of window hole.On window hole, on the end face of coupling beam 1-6, be reserved with the cast-in-place groove I of floor, as the cast-in-place band of floor, before cast-in-situ concrete is built, on described window hole, outside the top of the vertical muscle 1-7 in the top of coupling beam 1-6 and stirrup 1-8, be exposed in described cast-in-place groove I.
If window hole lower side wall plate height is larger, can be on coupling beam 1-5 under window hole prefabricated structure wallboard 1-4, between described structure wallboard 1-4 and described sleeper I 1-1, form perps 1-3.Make structure wallboard and the isolation of wallboard stress system between two perps, only serve as structure member.
During prefabricated panel on-site consolidation, two neighbouring described vertical connection structures with window hole side fascia are: sleeper I 1-1 opposing upper and lower connects by steel bar stress 1-2 sleeve grouting structure, two described band window hole side fascias neighbouring within the scope of coupling beam, without connection, form horizontal joint 1-10.
The described horizontal distribution reinforcing bar with window hole side fascia stretches out member certain length and cast-in-place edge member carries out anchoring.
The inside and outside both sides at the described top without hole wallboard 2 and two ends, left and right, bottom are equipped with detent 2-1, in described detent 2-1, be provided with junction steel plate 2-3, described junction steel plate 2-3 is welded on anchor bar 2-2, described anchor bar 2-2 is embedded in described without in hole wallboard 2, describedly without hole wallboard 2, at described junction steel plate 2-3 place, is provided with the through walls to pulling eye 2-5 of perforation; At the described end face without hole wallboard 2 and bottom surface, be respectively provided with a level connection joint groove II 2-7, the bottom land of described level connection joint groove 2-7 II is provided with dentalation, and the described vertical distribution reinforcement 2-8 without hole wallboard 2 extend out to outside described level connection joint groove II 2-7.
Two neighbouring described vertical connection structures without hole wallboard 2 are:
On two junction steel plate 2-3 opposing upper and lower, overlap an assembly connection steel plate 2-4, by split bolt 2-6, neighbouring two are describedly linked together without hole wallboard 2.The steel plate positioning connection structure 2-6 at two ends can also play temporary supporting and fixing effect to upper strata without hole wallboard 2; In the space forming at two relative described level connection joint groove II 2-7, form cast-in-place concrete structure II 2-9, form Alveolus type syndeton; Cast-in-place concrete structure II 2-9 and floor in-situ layer are together built.
The described horizontal distribution reinforcing bar without hole wallboard 2 stretches out member certain length and cast-in-place edge member carries out anchoring.
Described band door opening inner wall panel 3 consists of coupling beam 3-4 and sleeper side fascia 3-1 on both sides, hole sleeper II 3-2, door opening, on described door opening, on coupling beam 3-4, be reserved with the cast-in-place groove II of floor, the end face of described sleeper side fascia 3-1 and bottom surface are respectively provided with a level connection joint groove I, the bottom land of described level connection joint groove I is provided with dentalation, and the vertical distribution reinforcement of described sleeper side fascia 3-1 extend out to outside described level connection joint groove I.
Two neighbouring described vertical connection structures with door opening inner wall panel 3 are:
Sleeper II 3-2 opposing upper and lower connects by steel bar stress 3-3 sleeve grouting structure, with identical shown in Fig. 1-1; Two relative described sleeper side fascia 3-1 adopt cast-in-place concrete structure I to connect, and form foregoing Alveolus type syndeton.Cast-in-place concrete structure I and floor 3-5 in-situ layer are together built.
The described horizontal distribution reinforcing bar with door opening inner wall panel 3 stretches out member certain length and cast-in-place edge member carries out anchoring.
Although by reference to the accompanying drawings preferred embodiment of the present utility model is described above; but the utility model is not limited to the above-mentioned specific embodiment; the above-mentioned specific embodiment is only schematic; be not restrictive; those of ordinary skill in the art is under enlightenment of the present utility model; not departing from the scope situation that the utility model aim and claim protect, can also make a lot of forms, within these all belong to protection domain of the present utility model.
Claims (2)
1. a combined connecting structure for fabricated shear wall plate, is characterized in that, described shear wall slab is by being with window hole side fascia, band door opening inner wall panel and assembling without hole wallboard;
Described band window hole side fascia consists of window hole both sides sleeper I and the upper and lower coupling beam of window hole; On described window hole, in coupling beam, be reserved with the cast-in-place groove I of floor, before cast-in-situ concrete is built, on described window hole, on the vertical muscle in the top of coupling beam and described window hole, outside the stirrup top of coupling beam, be exposed in described cast-in-place groove I; Two neighbouring described vertical connection structures with window hole side fascia are: sleeper I opposing upper and lower connects by steel bar stress sleeve grouting structure, and two described band window hole side fascias neighbouring within the scope of coupling beam, without connection, form horizontal joint;
Described band door opening inner wall panel consists of coupling beam and sleeper side fascia on both sides, hole sleeper II, door opening, on described door opening, in coupling beam, be reserved with the cast-in-place groove II of floor, the end face of described sleeper side fascia and bottom surface are respectively provided with a level connection joint groove I, in described level connection joint groove I, be provided with dentalation, the vertical distribution reinforcement of described sleeper side fascia extend out to outside described level connection joint groove I; Two neighbouring described vertical connection structures with door opening inner wall panel plate are: sleeper II opposing upper and lower connects by steel bar stress sleeve grouting structure, and two relative described sleeper side fascias adopt cast-in-place concrete structure I to connect;
The inside and outside both sides at the described top without hole wallboard and two ends, left and right, bottom are equipped with detent, in described detent, be provided with junction steel plate, described junction steel plate is welded on anchor bar, described anchor bar is embedded in described without in the wallboard of hole, describedly without hole wallboard, at described junction steel plate place, is provided with the through walls to pulling eye of perforation; At the described end face without hole wallboard and bottom surface, be respectively provided with a level connection joint groove II, in described level connection joint groove II, be provided with dentalation, the described vertical distribution reinforcement without hole wallboard extend out to outside described level connection joint groove II; Two neighbouring described vertical connection structures without hole wallboard are: on two junction steel plates opposing upper and lower, overlap an assembly connection steel plate, by split bolt, neighbouring two are describedly linked together without hole wallboard; In the space forming in two relative described level connection joint groove II, form cast-in-place concrete structure II;
Described with window hole side fascia, describedly with door opening inner wall panel and described horizontal distribution reinforcing bar without hole wallboard, all stretch out member and cast-in-place edge member anchor connection.
2. the combined connecting structure of fabricated shear wall plate according to claim 1, is characterized in that, prefabricated structure wallboard in coupling beam under described window hole, forms perps between described structure wallboard and described sleeper I.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420366922.XU CN203961054U (en) | 2014-07-03 | 2014-07-03 | A kind of combined connecting structure of fabricated shear wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420366922.XU CN203961054U (en) | 2014-07-03 | 2014-07-03 | A kind of combined connecting structure of fabricated shear wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203961054U true CN203961054U (en) | 2014-11-26 |
Family
ID=51921655
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420366922.XU Expired - Lifetime CN203961054U (en) | 2014-07-03 | 2014-07-03 | A kind of combined connecting structure of fabricated shear wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203961054U (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672529A (en) * | 2016-01-29 | 2016-06-15 | 中民筑友有限公司 | Assembled wall plate structure system |
| CN107842132A (en) * | 2017-12-14 | 2018-03-27 | 兰州理工大学 | The precast reinforced concrete shear wall attachment means and connection method that a kind of bending resistance is cut |
| CN108149816A (en) * | 2018-02-06 | 2018-06-12 | 中国建筑第八工程局有限公司 | A kind of assembled integral steel reinforced concrete frame supports composite shear wall structure |
| CN108316508A (en) * | 2018-02-05 | 2018-07-24 | 华北水利水电大学 | A kind of Node Processing Method of assembled architecture wall |
| CN108343174A (en) * | 2018-02-08 | 2018-07-31 | 天津大学建筑设计研究院 | Fabricated shear wall dry and wet mixed connection method |
| CN108360901A (en) * | 2018-03-06 | 2018-08-03 | 四川大学 | Novel low layer assembled wallboard structure energy dissipating bolt joint |
| CN108374493A (en) * | 2018-03-06 | 2018-08-07 | 四川大学 | Novel low layer assembled wallboard structure energy dissipating steel plate welding node |
| CN108412079A (en) * | 2018-05-18 | 2018-08-17 | 华南理工大学 | A kind of fabricated shear wall horizontal connection structure and construction method |
| CN108951955A (en) * | 2018-02-06 | 2018-12-07 | 中国建筑第八工程局有限公司 | A kind of assembled integral reinforced concrete band keyway Coupled Shear Wall structure |
| CN109441151A (en) * | 2018-12-19 | 2019-03-08 | 有利华建材(惠州)有限公司 | Prefabricated toilet and its construction and installation method |
| CN110067321A (en) * | 2019-05-31 | 2019-07-30 | 福建工程学院 | A kind of fabricated shear wall flexible connecting device and its construction method |
| CN113026994A (en) * | 2021-02-22 | 2021-06-25 | 姚攀峰 | Assembly type double-connecting-beam combined shear wall component, structure and manufacturing and construction method thereof |
| CN113026993A (en) * | 2021-02-22 | 2021-06-25 | 姚攀峰 | Assembly type combined connecting beam window opening component, structure and manufacturing and construction method |
| CN114856053A (en) * | 2022-01-04 | 2022-08-05 | 倪小春 | Assembled building curtain connection structure |
-
2014
- 2014-07-03 CN CN201420366922.XU patent/CN203961054U/en not_active Expired - Lifetime
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672529A (en) * | 2016-01-29 | 2016-06-15 | 中民筑友有限公司 | Assembled wall plate structure system |
| CN107842132A (en) * | 2017-12-14 | 2018-03-27 | 兰州理工大学 | The precast reinforced concrete shear wall attachment means and connection method that a kind of bending resistance is cut |
| CN107842132B (en) * | 2017-12-14 | 2024-01-09 | 兰州理工大学 | Connecting device and connecting method for bending shear resistant precast reinforced concrete shear wall |
| CN108316508A (en) * | 2018-02-05 | 2018-07-24 | 华北水利水电大学 | A kind of Node Processing Method of assembled architecture wall |
| CN108951955A (en) * | 2018-02-06 | 2018-12-07 | 中国建筑第八工程局有限公司 | A kind of assembled integral reinforced concrete band keyway Coupled Shear Wall structure |
| CN108149816A (en) * | 2018-02-06 | 2018-06-12 | 中国建筑第八工程局有限公司 | A kind of assembled integral steel reinforced concrete frame supports composite shear wall structure |
| CN108343174A (en) * | 2018-02-08 | 2018-07-31 | 天津大学建筑设计研究院 | Fabricated shear wall dry and wet mixed connection method |
| CN108374493A (en) * | 2018-03-06 | 2018-08-07 | 四川大学 | Novel low layer assembled wallboard structure energy dissipating steel plate welding node |
| CN108360901A (en) * | 2018-03-06 | 2018-08-03 | 四川大学 | Novel low layer assembled wallboard structure energy dissipating bolt joint |
| CN108412079A (en) * | 2018-05-18 | 2018-08-17 | 华南理工大学 | A kind of fabricated shear wall horizontal connection structure and construction method |
| CN109441151A (en) * | 2018-12-19 | 2019-03-08 | 有利华建材(惠州)有限公司 | Prefabricated toilet and its construction and installation method |
| CN110067321A (en) * | 2019-05-31 | 2019-07-30 | 福建工程学院 | A kind of fabricated shear wall flexible connecting device and its construction method |
| CN110067321B (en) * | 2019-05-31 | 2023-10-10 | 福建工程学院 | Flexible connecting device for assembled shear wall and construction method thereof |
| CN113026994A (en) * | 2021-02-22 | 2021-06-25 | 姚攀峰 | Assembly type double-connecting-beam combined shear wall component, structure and manufacturing and construction method thereof |
| CN113026993A (en) * | 2021-02-22 | 2021-06-25 | 姚攀峰 | Assembly type combined connecting beam window opening component, structure and manufacturing and construction method |
| CN114856053A (en) * | 2022-01-04 | 2022-08-05 | 倪小春 | Assembled building curtain connection structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060717B (en) | A kind of fabricated shear wall structural wall board fractionation-assemble method | |
| CN203961054U (en) | A kind of combined connecting structure of fabricated shear wall plate | |
| CN203834739U (en) | End steel board connection, positioning and assembly type shear wall structure | |
| CN204023778U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN205742613U (en) | A kind of prefabricated assembled overlapped shear wall structure connected by high-strength bolt | |
| CN102852244B (en) | Detachable self-resetting type energy-dissipation coupling beam | |
| CN101608480B (en) | Manufacturing method of precast concrete short-limb shear wall provided with door windows | |
| CN103195170A (en) | Prefabricated reinforced concrete frame structure system | |
| CN103161224A (en) | Rectangular concrete filled steel tubular column - steel beam connection node and construction methods thereof | |
| CN103498570B (en) | The inner storey-adding reconstruction structure of old factory building and construction method thereof | |
| CN211037273U (en) | Steel joint is connected to assembled concrete structure primary and secondary roof beam | |
| CN109339321A (en) | A kind of damping standard prefabricated well format floor construction system convenient for construction | |
| CN105781010A (en) | Compound wallboard and integrated precast structure thereof | |
| CN202466890U (en) | Prefabricated concrete-filled steel tube lateral frame shear wall | |
| CN105275087A (en) | A prefabricated assembled type concrete beam-column connecting structure | |
| CN104294963B (en) | A kind of bottom punches the precast concrete shear wall plate of band energy-dissipating device | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN104179273B (en) | A kind of bottom punches the fabricated assembly overall concrete shear wallboard containing many coupling beams | |
| CN104652608B (en) | Assembly type exterior wall and beam connecting structure | |
| CN204023777U (en) | The connected node of prefabricated assembled concrete beam column | |
| CN108265856B (en) | Steel plate embedded type PC shear wall splicing node structure | |
| CN211369158U (en) | Assembly type shear wall with strong horizontal connection nodes | |
| CN104032861A (en) | Hybrid coupled wall type steel column and non-energy-dissipation beam connection node structure and construction method thereof | |
| CN110130485B (en) | Prefabricated assembly type beam column node with toothed plates and assembly method thereof | |
| CN203546944U (en) | Assembly type shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141126 |
|
| CX01 | Expiry of patent term |