CN104695594A - Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete - Google Patents
Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete Download PDFInfo
- Publication number
- CN104695594A CN104695594A CN201510090061.6A CN201510090061A CN104695594A CN 104695594 A CN104695594 A CN 104695594A CN 201510090061 A CN201510090061 A CN 201510090061A CN 104695594 A CN104695594 A CN 104695594A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- wall
- tough
- concrete
- ultra
- 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.)
- Granted
Links
Abstract
The invention relates to a superimposed shear wall based on semi-prefabricated super-tough reinforced concrete. The superimposed shear wall comprises a core wall and edge components of shear walls, wherein the core wall is formed by performing on-site pouring on common concrete; the edge components of shear walls are formed by prefabricating super-tough concrete and are arranged on both edges of the core wall, the upper ends and the lower ends of the edge components are connected through connectors to improve the tensile property and the anti-cracking property of edges and corners of the superimposed shear wall and improve the deforming capability of the superimposed shear wall. Compared with the prior art, the superimposed shear wall disclosed by the invention has the advantages that the core wall of the main body is formed by performing on-site pouring on common concrete, and both edges of the core wall are formed by prefabricating super-tough concrete, so that the toughness and the tensile property of the edges and the corners of the shear wall can be greatly improved; under the effects of horizontal external force of wind and earthquake, the superimposed shear wall disclosed by the invention greatly reduces the possibility of cracks, the degree of the damage to edges can be greatly reduced, and the possibility that buildings can be used without repair or with minor repair under the effects of strong wind and strong shock is increased.
Description
Technical field
The present invention relates to a kind of shear wall, especially relate to a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete.
Background technology
China is many earthquakes country, and bulk of property loss and life security all come from the inefficacy of structure.Shear wall is a kind of good earthquake resistant structure component, can play good antidetonation effect in building structure particularly high-level structure.Such as Chinese patent CN 104018599 A discloses a kind of shear wall structure, comprise side plate, side plate interior sides is provided with end shear wall, shear wall side, end is provided with shear wall between seam, side plate, connected by tube connector between shear wall between end shear wall and seam, and tube connector one end extends in outside side plate, and one end that tube connector is positioned at outside side plate is provided with pipe clamp, pipe clamp is used for side plate, end shear wall and seam between shear wall be fixed, outside shear wall, stiffener is installed between seam, be fixedly connected with by built-in screw between shear wall between stiffener with seam, steel plate for sealing water is provided with in side plate, more than one of steel plate for sealing water, and be all laterally provided with stiffening rib bottom steel plate for sealing water, sealing mat is connected with between bottom stiffening rib and steel plate for sealing water.But the infringement of unrepairable is usually suffered in the bight of this shear wall structure when earthquake occurs, even if house did not collapse in earthquake, but structure is but made to repair and to produce huge property loss.
And for example Chinese patent CN 103452235 A discloses the construction method of a kind of precast shear wall wallboard and shear wall and shear wall.Precast shear wall wallboard, wallboard comprises two panels; The inner surface of every block panel is provided with multiple groove, and the upper and lower both ends of the surface of every block panel are provided with multiple slot; Laterally run through all outstanding two side elevations in muscle two ends, and laterally run through muscle through groove; Longitudinally run through all outstanding upper and lower both ends of the surface in muscle two ends, and longitudinally run through muscle through slot.Precast shear wall, the horizontal direction of shear wall and vertical direction all have multiple wallboard.The construction method of precast shear wall, comprises the following steps: on-the-spot unwrapping wire, installs temporary fixing rack; Lifting wallboard puts in place, is connected and fixed with temporary fixing rack; Prefabricated upper strata floor is in place; Lay dark beam steel and each additional muscle, lay pipeline; Build high-flowing concrete; Enter lower one deck installation.Most current reinforced concrete shear wall needs colligation at the scene, on-the-spot formwork, disturbing concrete then maintenance is shaping, the more difficult control of construction quality, due to assembling reinforcement with the quality of disturbing concrete with the qualification of construction worker with closely related to the degree of understanding of drawing, if the mobility of workman is too large, training degree is inadequate, the factors such as drive plan, constructional materials is defective, construction bad weather all can cause the anti-seismic performance of the shear wall component finally obtained to be had a greatly reduced quality.If but all unreliable by the adhesion intensity of prefabricated mode itself and basic foundation again, and high cost.
Moreover, although ordinary concrete has higher compressive strength but its tensile strength is less, the easy tensile failure when horizontal force action, general reinforced concrete shear wall is bearing horizontal loading, during as seismic load and high wind load, the easy tensile failure of its edge concrete, after producing direct tension cracking, its edge member angle effect region is just easier to pressurized and peels off when bearing pressure.So, suffering certain horizontal force---when earthquake or high wind effect, conventional steel bar concrete shear wall is easily at bight, edge failure damage.Although this destruction may can not cause integrally-built inefficacy, its edge concrete spalling, Bar Buckling can cause the difficulty being difficult to repair, bring thereupon may be integrally-built cannot repair so that abandon even need labor intensive material resources to remove to rebuild.
Although also have the good concrete of some tension effects now, these concrete costs are often higher, if in the building course of building, the concrete all adopting these tensions effective, often makes construction cost too high.
Summary of the invention
Object of the present invention be exactly in order to overcome above-mentioned prior art exist defect and a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete is provided.
Object of the present invention can be achieved through the following technical solutions:
Based on an overlapped shear wall for half prefabricated ultra-tough steel concrete, comprising:
Core wall, forms by ordinary concrete is cast-in-place;
Also comprise:
Shear wall edge member, forms by ultra-tough is concrete prefabricated, is located at core wall both sides, for improving the tensile property of overlapped shear wall edge.
Described core wall dual-side is equipped with buckling parts, and at least one side of described shear wall edge member is provided with and fastens auxiliary section, buckling parts and fastening auxiliary section snapping.
Described fastening auxiliary section is the fastening auxiliary section through wharf's pavement quality.
Described shear wall edge member comprises ultra-tough concrete wall and is embedded in for supporting the second steel bar framework of ultra-tough concrete wall in ultra-tough concrete wall, and this second steel bar framework comprises many second vertical muscle be arranged in parallel and the stirrup for tying up the second vertical muscle.
One end of described shear wall edge member is provided with the connector for connecting another shear wall edge member, and upper and lower two shear wall edge members are connected by connector.
Described connector is the steel bushing that one end of muscle vertical with second is connected, and the other end of the second vertical muscle protrudes from the ultra-tough concrete wall end face of shear wall edge member, and connects the steel bushing on adjacent shear wall edge member.
Described steel bushing is provided with grout hole, after steel bushing two ends connect the second vertical muscle of upper and lower two shear wall edge members respectively, pours into the slurries for bond steel bushing and the second vertical muscle by grout hole in steel bushing.
The bottom of shear wall edge member is located at by described connector.
Described core wall comprises ordinary concrete body of wall and is embedded in for supporting the first steel bar framework of common coagulation body of wall in ordinary concrete body of wall, and this first steel bar framework comprises many first vertical muscle be arranged in parallel and the stirrup for tying up the first vertical muscle.
One end of described first vertical muscle protrudes from the end face of the ordinary concrete body of wall of core wall, and is connected with the vertical muscle colligation of first in adjacent core wall.
Compared with prior art, the present invention has the following advantages:
1) the present invention is when the core wall of main body adopts ordinary concrete cast in situs to form, adopt on core wall both sides and form by ultra-tough is concrete prefabricated, greatly can improve shear wall in the toughness of edge and tensile property, under the effect of the horizontal external such as wind, earthquake, shear wall of the present invention is adopted to substantially reduce the possibility producing slight crack, and significantly can reduce its edge damage degree, increase building do not repair under high wind, severe earthquake action or light maintenance can recover use possibility; Compare the mode that whole shear wall all adopts ultra-tough concrete to make simultaneously, cost can be greatly reduced, moreover because difficulty of processing is larger, and the shear wall edge member played a crucial role adopts prefabricate mode, shear wall edge member quality can be made effectively to be guaranteed, stop scarce muscle or wrong cloth muscle and the uncompacted phenomenon of concrete, and Contraction in Site amount to be little, construction speed is fast, can improve integrated engineering scheduling.
2) buckling parts and fastening auxiliary section can make the joint of core wall and shear wall edge member become easy, simplify construction.
3) buckling parts and fastening auxiliary section are all through wharf's pavement quality, can improve the bonding force of core wall and shear wall.
4) the second steel bar framework can be played a supporting role to ultra-tough concrete wall, improves the intensity of shear wall edge member further.
5) one end of shear wall edge member is provided with the connector for connecting another shear wall edge member, the mode that upper and lower two shear wall edge members are connected by connector, can make prefabricated shear wall edge member construct at the scene convenient when assembling.
6) connector is steel bushing, utilizes the mode connecting the upper and lower second vertical muscle to connect upper and lower two shear wall edge members and can to simplify the operation flow process, simplify structure simultaneously.
7), after steel bushing two ends connect the second vertical muscle of upper and lower two shear wall edge members respectively, in steel bushing, pour into the slurries for bond steel bushing and the second vertical muscle by grout hole, the strength of connection of upper and lower two shear wall edge members can be improved.
8) bottom of shear wall edge member is located at by connector, like this when constructing, can carry out the construction from the bottom up of whole building easily.
9) end face that one end of the first vertical muscle protrudes from the ordinary concrete body of wall of core wall can carry out colligation and bar splicing process easily.
Accompanying drawing explanation
Fig. 1 is the structural representation of the embodiment of the present invention one;
Fig. 2 is the Facad structure schematic diagram of the embodiment of the present invention two;
Fig. 3 is the side structure schematic diagram of the embodiment of the present invention two;
Fig. 4 is the decomposition texture schematic diagram of the embodiment of the present invention two;
Fig. 5 is the syndeton schematic diagram of steel bushing and the second vertical muscle;
Wherein: 1, core wall, the 2, shear wall edge member, 11, first vertical muscle, 12, ordinary concrete body of wall, 13, stirrup, the 14, first vertical muscle strap-on structure, the 21, second vertical muscle, 22, steel bushing, 23, stirrup, 24, ultra-tough concrete wall, 221, grout hole.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.The present embodiment is implemented premised on technical solution of the present invention, give detailed embodiment and concrete operating process, but protection scope of the present invention is not limited to following embodiment.
Embodiment one:
A kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete, as shown in Figure 1, comprise by the cast-in-place core wall 1 of ordinary concrete and by the concrete prefabricated shear wall edge member 2 of ultra-tough, shear wall edge member 2 is located at core wall 1 both sides, for improving the tensile property of overlapped shear wall edge.
Above-mentioned ordinary concrete can be common concrete C30 ~ C60, but is not limited thereto, and general composition is: cement, aggregate, water, additive.
Core wall 1 dual-side is equipped with buckling parts, and at least one side of shear wall edge member 2 is provided with and fastens auxiliary section, buckling parts and fastening auxiliary section snapping.
Shear wall can bear effect that is curved, that cut, turn round simultaneously, is a kind of good structure lateral resistant member.The present invention utilizes the concrete tensile strength of ultra-tough high, add the feature of the controlled quality of prefabricated units, in conjunction with core cast-in-place shear wall, higher horizontal lateral force and better deformation performance can be born, become the structural element of anti-seismic performance excellence, the multilayer of antidetonation and non-Anti-Seismic Region, high-level structure construction can be widely used in.
Concrete is that one has advantages of higher compressive strength, but the constructional materials that tensile strength is lower.If reinforced concrete member bears certain moment of flexure and just easily produces direct tension cracking, once crack occurs, if be again subject to load action, produce larger destruction by existing crack place.Ultra-tough concrete is a kind of concrete material adding fiber and additive in concrete, containing composition: cement, aggregate, water, fiber, additive, fiber wherein can be steel fibre or carbon fiber or polyvinyl alcohol etc., have higher resistance to compression and tensile strength, deformability is stronger than ordinary concrete simultaneously.Utilize the reinforced concrete member of ultra-tough concrete for making to have higher ductility and deformability, effectively can reduce the possibility of component damage.
Shear wall edge member 2 is owing to being prefabricated in the factory, quality controllable, can effectively reduce site operation man-hour and the pollution such as noise, dust, have good replicability.The concrete prefabricated shear wall edge member 2 of the present invention's ultra-tough, this shear wall edge member 2 and cast-in-situ steel reinforced concrete core wall 1 junction wharf's pavement quality, adopt and fasten auxiliary section wedge-shaped impression, with the boss shape buckling parts form fit in later stage cast-in-situ concrete, can Mechanics Performance of Adherence of New be strengthened, and ensure good planeness.
The implementation that certain buckling parts is concrete with fastening auxiliary section can buckling parts be also wedge-shaped impression, fastening auxiliary section is the boss with wedge-shaped impression form fit, fasten auxiliary section through wharf's pavement quality, when core wall 1 is built, automatically plucking place, auxiliary section and can be fastened in buckling parts forming process fit, strengthen strength of connection.
Embodiment two:
Do not describing with the something in common in embodiment one in the present embodiment, only describing difference.
The significant difference of the present embodiment compared with embodiment one is, as shown in Figures 2 to 4, in the present embodiment, shear wall edge member 2 comprises ultra-tough concrete wall 24 and is embedded in for supporting the second steel bar framework of ultra-tough concrete wall 24 in ultra-tough concrete wall 24, and this second steel bar framework comprises many second vertical muscle 21 be arranged in parallel and the stirrup 23 for tying up the second vertical muscle 21.
One end of shear wall edge member 2 is provided with the connector for connecting another shear wall edge member 2, and upper and lower two shear wall edge members 2 are connected by connector.
Connector is ultra-tough concrete wall 24 end face that the other end that steel bushing 22, second that one end of muscle 21 vertical with second is connected indulges muscle 21 protrudes from shear wall edge member 2, and connects the steel bushing 22 on adjacent shear wall edge member 2.
When assembling at the scene, the part vertical for shear wall edge member 2 second muscle 21 being protruded from ultra-tough concrete wall 24 end face as required length is blocked, and is inserted in the steel bushing 22 being arranged in upper shear wall edge member 2, installs location.
As shown in Figure 5, steel bushing 22 is provided with grout hole 221, after steel bushing 22 two ends connect the second vertical muscle 21 of upper and lower two shear wall edge members 2 respectively, pours into the slurries for bond steel bushing 22 and the second vertical muscle 21 by grout hole 221 in steel bushing 22.
Meanwhile, in order to easy construction, the bottom of shear wall edge member 2 is located at by connector.
Core wall 1 comprises ordinary concrete body of wall 12 and is embedded in for supporting the first steel bar framework of common coagulation body of wall in ordinary concrete body of wall 12, and this first steel bar framework comprises many first vertical muscle 11 be arranged in parallel and the stirrup 13 for tying up the first vertical muscle 11.
One end of first vertical muscle 11 protrudes from the end face of the ordinary concrete body of wall 12 of core wall 1, and is connected with vertical muscle 11 colligation of first in adjacent core wall 1.
This shear wall both sides shear wall edge member 2 adopts superhigh tenacity concrete prefabricated, and assembling in place at the scene, assemble in the second vertical shaping form removal of muscle 21 cage both sides formwork concreting, become half precast shear wall.Its core wall 1 still adopts conventional method colligation first to indulge muscle 11, formwork maintenance, and the first vertical muscle 11 top protrudes from the end face of the ordinary concrete body of wall 12 of core wall 1, overlaps according to code requirement with upper strata shear force wall reinforcing steel bar.Core wall 1 adopts and cast-in-placely can reduce construction cost, and simultaneously because core wall 1 bearing load is relatively little, general ordinary reinforced concrete can ensure to build requirement.
Embodiment three:
This patent herein connected mode also can adopt other effective means to connect prefabricated units node.
No longer describe with the something in common in embodiment two in the present embodiment, only describe difference.
The significant difference of the present embodiment compared with embodiment two is that in the present embodiment, connector is not steel bushing 22, and adopt other effective means to connect prefabricated two shear wall edge members 2 up and down, such as adopt preformed hole slurry anchor connected mode, at the upper end preformed hole of shear wall edge member 2, upper end reserved steel bar, realizes the connection of upper and lower two shear wall edge members by injecting slurry anchor mortar.
Claims (10)
1., based on an overlapped shear wall for half prefabricated ultra-tough steel concrete, comprising:
Core wall (1), forms by ordinary concrete is cast-in-place;
It is characterized in that, also comprise:
Shear wall edge member (2), forms by ultra-tough is concrete prefabricated, is located at core wall (1) both sides, for improving the tensile property of overlapped shear wall edge.
2. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 1, it is characterized in that, described core wall (1) dual-side is equipped with buckling parts, at least one side of described shear wall edge member (2) is provided with and fastens auxiliary section, buckling parts and fastening auxiliary section snapping.
3. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 2, it is characterized in that, described fastening auxiliary section is the fastening auxiliary section through wharf's pavement quality.
4. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 1, it is characterized in that, described shear wall edge member (2) comprises ultra-tough concrete wall (24) and is embedded in for supporting the second steel bar framework of ultra-tough concrete wall (24) in ultra-tough concrete wall (24), and this second steel bar framework comprises many second vertical muscle (21) be arranged in parallel and the stirrup (23) for tying up the second vertical muscle (21).
5. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 4, it is characterized in that, one end of described shear wall edge member (2) is provided with the connector for connecting another shear wall edge member (2), and upper and lower two shear wall edge members (2) are connected by connector.
6. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 5, it is characterized in that, described connector is the steel bushing (22) that one end of muscle (21) vertical with second is connected, the other end of the second vertical muscle (21) protrudes from ultra-tough concrete wall (24) end face of shear wall edge member (2), and connects the steel bushing (22) on adjacent shear wall edge member (2).
7. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 6, it is characterized in that, described steel bushing (22) is provided with grout hole (221), after steel bushing (22) two ends connect the second vertical muscle (21) of upper and lower two shear wall edge members (2) respectively, in steel bushing (22), pour into the slurries for the steel bushing that bonds (22) and the second vertical muscle (21) by grout hole (221).
8. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 5, it is characterized in that, the bottom of shear wall edge member (2) is located at by described connector.
9. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 1, it is characterized in that, described core wall (1) comprises ordinary concrete body of wall (12) and is embedded in for supporting the first steel bar framework of common coagulation body of wall in ordinary concrete body of wall (12), and this first steel bar framework comprises many first vertical muscle (11) be arranged in parallel and the stirrup (13) for tying up the first vertical muscle (11).
10. a kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete according to claim 9, it is characterized in that, one end of described first vertical muscle (11) protrudes from the end face of the ordinary concrete body of wall (12) of core wall (1), and is connected with vertical muscle (11) colligation of first in adjacent core wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510090061.6A CN104695594B (en) | 2015-02-27 | 2015-02-27 | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510090061.6A CN104695594B (en) | 2015-02-27 | 2015-02-27 | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104695594A true CN104695594A (en) | 2015-06-10 |
| CN104695594B CN104695594B (en) | 2017-05-24 |
Family
ID=53343105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510090061.6A Active CN104695594B (en) | 2015-02-27 | 2015-02-27 | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104695594B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035005A (en) * | 2017-04-19 | 2017-08-11 | 中建四局第三建筑工程有限公司 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1603539A (en) * | 2004-11-19 | 2005-04-06 | 清华大学 | Buckling and energy consumption preventing steel plate shear wall |
| JP2006063733A (en) * | 2004-08-30 | 2006-03-09 | Mitsui Home Co Ltd | Bearing wall of high magnification |
| CN201212191Y (en) * | 2008-05-19 | 2009-03-25 | 润弘精密工程事业股份有限公司 | Connecting structure of precast shear wall |
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Precast wall casing structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN202787577U (en) * | 2012-07-12 | 2013-03-13 | 南京工业大学 | Prefabricating wall outer shell structure of reinforced concrete superimposition shear wall |
| CN204590336U (en) * | 2015-02-27 | 2015-08-26 | 同济大学 | A kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete |
-
2015
- 2015-02-27 CN CN201510090061.6A patent/CN104695594B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006063733A (en) * | 2004-08-30 | 2006-03-09 | Mitsui Home Co Ltd | Bearing wall of high magnification |
| CN1603539A (en) * | 2004-11-19 | 2005-04-06 | 清华大学 | Buckling and energy consumption preventing steel plate shear wall |
| CN201212191Y (en) * | 2008-05-19 | 2009-03-25 | 润弘精密工程事业股份有限公司 | Connecting structure of precast shear wall |
| CN102747796A (en) * | 2012-07-12 | 2012-10-24 | 南京工业大学 | Precast wall casing structure of reinforced concrete superposed shear wall and splicing method thereof |
| CN202787577U (en) * | 2012-07-12 | 2013-03-13 | 南京工业大学 | Prefabricating wall outer shell structure of reinforced concrete superimposition shear wall |
| CN204590336U (en) * | 2015-02-27 | 2015-08-26 | 同济大学 | A kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107035005A (en) * | 2017-04-19 | 2017-08-11 | 中建四局第三建筑工程有限公司 | A kind of superimposed sheet plate stitch construction treating methods and its structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104695594B (en) | 2017-05-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110761322B (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN105133726A (en) | Assembled monolithic concrete frame structure system and frame shear structure system formed by assembled monolithic concrete frame structure system | |
| CN105507470A (en) | Periphery-overlapped integral fabricated floor and construction method thereof | |
| CN109914589B (en) | Vertical connecting structure of prestressed reinforced concrete precast column and construction method thereof | |
| CN110644662A (en) | Prefabricated flat slab composite slab based on stress and splitting method thereof | |
| CN204590336U (en) | A kind of overlapped shear wall based on half prefabricated ultra-tough steel concrete | |
| CN113833162A (en) | Novel shear wall structure system with high prefabrication rate and low cost and construction method | |
| CN204781443U (en) | Device for connecting precast shear wall concatenation about being used for | |
| CN208618627U (en) | A kind of precast floor slab and its connection structure | |
| CN113374171B (en) | Recycled block concrete prefabricated assembled ring beam structure and construction method thereof | |
| CN104695594B (en) | Superimposed shear wall based on semi-prefabricated super-tough reinforced concrete | |
| CN105040855A (en) | Assembled prefabricated shear wall welding end plate and horizontal steel combination connecting device | |
| CN212926569U (en) | Connecting structure of prefabricated shear wall with window opening and superposed beam | |
| KR100860592B1 (en) | Temporary system for vertical structure using precast concreat block | |
| CN114635503A (en) | Fair-faced concrete wall flexibly connected with concrete frame column and construction method | |
| CN211714180U (en) | Assembled concrete frame structure | |
| CN211286164U (en) | Self-compaction regeneration block concrete superimposed shear wall | |
| CN208363343U (en) | The fabricated shear wall of curved scissors stress separation | |
| CN112575886A (en) | Low-level and multi-level fully-prefabricated assembled concrete structure and design, production and installation method | |
| CN111877621A (en) | Precast concrete superstructure slab joint H shaped steel connected node | |
| CN212506886U (en) | I-shaped precast concrete wall connection structure | |
| CN216109346U (en) | H-shaped steel concrete composite beam | |
| CN212506887U (en) | L-shaped precast concrete wall connecting structure | |
| CN217871125U (en) | Be used for cast-in-place post connected node structure of prefabricated side fascia and corner | |
| CN218323488U (en) | Prefabricated assembled girt structure of regeneration block concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |