CN209227836U - Prefabricated concrete structure wall-column all steel is keyed structure - Google Patents
Prefabricated concrete structure wall-column all steel is keyed structure Download PDFInfo
- Publication number
- CN209227836U CN209227836U CN201821852295.5U CN201821852295U CN209227836U CN 209227836 U CN209227836 U CN 209227836U CN 201821852295 U CN201821852295 U CN 201821852295U CN 209227836 U CN209227836 U CN 209227836U
- Authority
- CN
- China
- Prior art keywords
- wall
- prefabricated
- prefabricated post
- shear wall
- column
- 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 - Fee Related
Links
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model relates to prefabricated assembled concrete structural construction field, specially a kind of prefabricated concrete structure wall-column all steel is keyed structure.The structure includes prefabricated post-wall built-in fitting, prefabricated post, precast shear wall, precast shear wall is located between two prefabricated posts, prefabricated post-wall built-in fitting between prefabricated post and precast shear wall is corresponding, passes through I-shaped column-wall connection key connection between the prefabricated post being oppositely arranged-wall built-in fitting.The utility model prefabricated post and precast shear wall complete the transmitting of wall-intercolumniation coupling part shearing, further enhance the globality of structure, anti-seismic performance is more preferable by the way that built-in fitting and I-steel shear key is arranged in precast shear wall and prefabricated post coupling part.The utility model does not include the processes such as scene grouting or concreting, and whole processes are all the in-site installation connections of prefabricated components, does not need wet construction, greatly shortens the time required for building-site is constructed, can greatly improve speed of application.
Description
[technical field]
The utility model relates to prefabricated assembled concrete structural construction field, specially a kind of prefabricated concrete structure
Wall-column all steel is keyed structure.
[background technique]
Prefabricated concrete structure has many advantages, such as that fast speed of application, energy conservation and environmental protection, on-site wet operation amount are small, exists in recent years
The country is grown rapidly.Concrete frame-shear wall structure (abbreviation frame-shear structure) is the primary structure that China applies at present
One of form.Therefore, connection frame-shear structure how is split, forming assembled system becomes important the asking of civil engineer's concern
Topic.Previous related wall-column connection, it is main that the then method in junction casting concrete or grouting material is connected using reinforcing bar, it applies
Work needs wet construction, and construction technology is cumbersome, and speed of application is slow, and the quality of connecting portion is not easy to guarantee.For this purpose, before inventor
Invention " a kind of assembled frame-shear structure curved scissors type combination keyway connection structure " and a kind of " assembly concrete frame-shear wall key
Slot connection structure ", and authorized.Above-mentioned two patent is connected using grouting, is needed in piece between handling component
Wet construction, and wall-column junction, the ability that both limitations disengage are weaker.For this purpose, proposing prefabricated concrete structure wall-column
All steel is keyed structure and assembling method.
[utility model content]
The purpose of this utility model is to provide a kind of prefabricated concrete structure wall-column all steels to be keyed structure, is protecting
It demonstrate,proves under the premise of connecting between various precast concretes, completely without wet construction, greatly improves speed of application and construction matter
Amount.
The technical solution of the utility model includes:
A kind of prefabricated concrete structure wall-column all steel is keyed structure, including prefabricated post-wall built-in fitting, prefabricated post, pre-
Shear wall processed, precast shear wall are located between two prefabricated posts, prefabricated post-wall built-in fitting between prefabricated post and precast shear wall
It is corresponding, pass through I-shaped column-wall connection key connection between the prefabricated post being oppositely arranged-wall built-in fitting, in which:
(1) prefabricated post-wall built-in fitting is made of ribbed steel and circular hole, and the side of ribbed steel is arranged in parallel transversal up and down
Face is the floor of L-type, and circular hole, circular hole parallel arrangement are arranged on monolith ribbed steel, and the lateral stressed muscle of shear wall passes through circular hole, rib
Plate forms groove with the side of ribbed steel respectively, and upper and lower two grooves are opposite；
(2) prefabricated post is poured mixed by longitudinal stress muscle, prefabricated column tie-bar, vertical reinforcement sleeve and ribbed steel in prefabricated post
Local soil type is coagulated at longitudinal stress muscle connects to form frame structure by prefabricated column tie-bar in four prefabricated posts of the arrangement that is square, often
The bottom of longitudinal stress muscle is set with vertical reinforcement sleeve in a prefabricated post, and the one side of the frame structure is uniformly set from top to bottom
Prefabricated post-wall built-in fitting is set, concreting is in frame structure inner side and outer side；
(3) precast shear wall includes framework of steel reinforcement, prefabricated post-wall built-in fitting and concrete, the two sides difference of framework of steel reinforcement
Prefabricated post-wall built-in fitting is set, and concreting is in framework of steel reinforcement inner side and outer side；Framework of steel reinforcement is shear wall longitudinal stress
The lateral stressed muscle of muscle, shear wall, shear wall confined boundary member stirrup and shearing wall lacing wire composition, two rows of shear wall longitudinal stresses
Muscle is oppositely arranged in parallel, and by the lateral stressed muscle connection of shear wall between every row's shear wall longitudinal stress muscle, what is be oppositely arranged is cut
It is connected between power wall longitudinal stress muscle by shearing wall lacing wire, outside is flat up and down between the edge of two rows of shear wall longitudinal stress muscle
Row setting shear wall confined boundary member stirrup.
The prefabricated concrete structure wall-column all steel is keyed structure, I-shaped column-wall connecting key 4 by vertical plate,
Level board, convex ribs composition, the level board setting up and down of vertical plate are in I-shaped structure, both ends one at the top of superposed level board
Parallel convex ribs are arranged in body, are wholely set parallel convex ribs, I-shaped column-wall connecting key positioned at the level board bottom both ends of lower part
4 two sides are connect with prefabricated post-wall built-in fitting respectively, I-shaped column-wall connecting key by upper and lower two convex ribs respectively with it is prefabricated
The two groove inserting cooperations up and down of column-wall built-in fitting.
The prefabricated concrete structure wall-column all steel is keyed structure, interconnecting piece between prefabricated post and precast shear wall
Cover board is arranged in position outside, and cover board includes cover board cross direction profiles muscle, cover board genesis analysis muscle and billet, the parallel opposite lid of a row
Plate cross direction profiles muscle and the parallel opposite cover board genesis analysis muscle of a row form steel reinforcement net.
The prefabricated concrete structure wall-column all steel is keyed structure, and billet is welded on certain in steel reinforcement net
Between two adjacent cover board cross direction profiles muscle, specific link position corresponds to fill benzene plate center between prefabricated post and precast shear wall.
The advantages of the utility model and beneficial effect are:
1. the master operation of the utility model does not include that processes, whole processes such as scene grouting or concreting are all pre-
The in-site installation of component processed connects, and does not need wet construction, greatly shortens the time required for building-site is constructed, can greatly
Improve speed of application, save the cost.
2. the utility model prefabricated post and precast shear wall, pre- by being arranged in precast shear wall and prefabricated post coupling part
Embedded part and I-steel shear key complete the transmitting of wall-intercolumniation coupling part shearing, further enhance the globality of structure, antidetonation
Performance is more preferable.
3. the high part of the utility model production required precision, including prefabricated post, precast shear wall and prefabricated post-wall are pre-
The production of embedded part, I-steel shear key, is completed in factory.The difficulty of on-site consolidation is of less demanding, can save constructor
The learning cost of member, increases substantially construction efficiency.
4. the power transmission between the utility model component relies on weld seam power transmission knot than single by the occlusion and welding of built-in fitting
Structure is relatively reliable.
5. the utility model use a large amount of assembling work, greatly reduce than original cast-in-place operation, meet energy conservation and environmental protection and
The advantages of prefabricated concrete structures such as the Green Architectural Development requirement of economic security.
Detailed description of the invention
Fig. 1 is the three-dimensional figure of vertical reinforcement sleeve.
Fig. 2 is prefabricated post-wall built-in fitting three-dimensional figure.
Fig. 3 is I-shaped column-wall connecting key three-dimensional figure.
Fig. 4 is the steel bar arrangement three-dimensional figure in prefabricated post.
Fig. 5 is that the three-dimensional figure finished is welded in reinforcing bar binding in prefabricated post-wall built-in fitting and prefabricated post.
Fig. 6 is the three-dimensional figure with prefabricated post-wall built-in fitting prefabricated post.
Fig. 7 is the steel bar arrangement three-dimensional figure in precast shear wall.
Fig. 8 is that the three-dimensional figure finished is welded in reinforcing bar binding in prefabricated post-wall built-in fitting and precast shear wall.
Fig. 9 is the three-dimensional figure with prefabricated post-wall built-in fitting precast shear wall.
Figure 10 is cutting with prefabricated post-wall built-in fitting prefabricated post with prefabricated post-the prefabricated of wall built-in fitting after rigging out
Power wall constitutional diagram.
Figure 11 is that prefabricated post-wall for being installed on I-shaped column-wall connecting key between prefabricated post and precast shear wall is pre-buried
Installation process three-dimensional figure between part.
Figure 12 is three-dimensional figure when I-shaped column-wall connecting key is completed between prefabricated post and precast shear wall.
Figure 13 is filling benzene plate in gap between prefabricated post and precast shear wall.
Figure 14 is I-steel side-facing depressions gap filling benzene plate.
Figure 15 is the process three-dimensional figure that Figure 13 is installed on Figure 12.
Figure 16 is the process three-dimensional figure that Figure 14 is installed on Figure 12.
Figure 17 is the three-dimensional figure filling benzene plate between prefabricated post and precast shear wall and installing.
Figure 18 is the steel bar arrangement three-dimensional figure of cover board.
Figure 19 is the three-dimensional figure that cover board completes.
Figure 20 is the three-dimensional figure of cover board installation process.
Figure 21 is the three-dimensional figure that cover board is installed.
Figure 22 is that the three-dimensional figure after gypsum completes is smeared at cover plate bolt hole.
In figure, 1 vertical reinforcement sleeve；2 ribbed steels；3 circular holes；4 I-shaped columns-wall connecting key；5 reinforcing bar future insufficiencies；6
Longitudinal stress muscle in prefabricated post；7 prefabricated column tie-bars；8 shear wall longitudinal stress muscle；The lateral stressed muscle of 9 shear walls；10 shear walls are about
Beam edge member stirrup；11 shearing wall lacing wires；Benzene plate is used in filling between 12 prefabricated posts-wall；13 I-shaped columns-wall connecting key filling is used
Benzene plate；14 billets；15 cover board genesis analysis muscle；16 cover board cross direction profiles muscle；17 cover boards；18 prefabricated posts；19 precast shear walls；
20 floors；21 vertical plates；22 level boards；23 convex ribs.
Specific embodiment
As shown in Fig. 1-Figure 22, the utility model prefabricated concrete structure wall-column all steel is keyed structure, mainly includes
Prefabricated post-wall built-in fitting, prefabricated post, precast shear wall, prefabricated connecting portion cover board, and for connecting and filling out between above-mentioned component
I-shaped column-wall the connecting key and benzene plate etc. filled, prefabricated post-wall built-in fitting between prefabricated post and precast shear wall is corresponding,
Pass through I-shaped column-wall connection key connection between the prefabricated post being oppositely arranged-wall built-in fitting.
(1) as shown in Fig. 2, prefabricated post-wall built-in fitting specific structure and manufacturing process are as follows:
(1) prefabricated post-wall built-in fitting is made of ribbed steel 2 and circular hole 3, and the side of ribbed steel 2 is arranged in parallel up and down
Cross section is the floor 20 of L-type, circular hole 3 is arranged on monolith ribbed steel, floor 20 forms with the side of ribbed steel 2 recessed respectively
Slot, upper and lower two grooves are opposite.
As shown in Fig. 3, Figure 11 and Figure 12, I-shaped column-wall connecting key 4 is by vertical plate 21, level board 22,23 groups of convex ribs
At the level board setting up and down 22 of vertical plate 21 is in I-shaped structure, and superposed 22 top both ends of level board are wholely set
Parallel convex ribs 23 are wholely set parallel convex ribs, I-shaped column-wall connecting key 4 positioned at the level board bottom both ends of lower part
Two sides are connect with prefabricated post-wall built-in fitting respectively, I-shaped column-wall connecting key 4 by upper and lower two convex ribs respectively with prefabricated post-
Two groove inserting cooperations up and down of wall built-in fitting.In addition, the two sides upper and lower side of vertical plate 21 opens up reinforcing bar future insufficiency respectively
5, after I-shaped column-wall connecting key 4 assembles, reinforcing bar can be worn into reinforcing bar future insufficiency 5.
(2) number of circular hole 3 is 4 groups 8, parallel arrangement.The diameter of circular hole 3 be 20mm, with guarantee shear wall laterally by
Power muscle 9 can pass through circular hole 3.
(3) width of ribbed steel 2 needs the width than prefabricated post 18 (Fig. 6) and precast shear wall 19 (Fig. 9) 20mm small,
The requirement for preventing junction steel plate from corroding.
(4) shearing that the shear wall and intercolumniation that I-shaped column-wall connecting key 4 (Fig. 3) quantity is connected according to it transmit
Calculate determination.
(2) as shown in Fig. 1, fig. 4 to fig. 6, specific structure and the manufacturing process difference of prefabricated post are as follows:
(1) prefabricated post 18 is by longitudinal stress muscle 6, prefabricated column tie-bar 7, vertical reinforcement sleeve 1 and ribbed steel 2 in prefabricated post
Casting concrete forms, and longitudinal stress muscle 6 forms frame by the connection of prefabricated column tie-bar 7 in four prefabricated posts of the arrangement that is square
Structure, the bottom of longitudinal stress muscle 6 is set with vertical reinforcement sleeve 1 in each prefabricated post, and the one side of the frame structure is from upper
Prefabricated post-wall built-in fitting is uniformly arranged under and, concreting is in frame structure inner side and outer side.
(2) manufacturing process of prefabricated post 18 are as follows: firstly, vertical reinforcement is inserted into the lower end of longitudinal stress muscle 6 in prefabricated post
Then sleeve 1 binds prefabricated column tie-bar 7, complete the steel bar arrangement in prefabricated post.
The upper end of longitudinal stress muscle 6 should reserve a part in prefabricated post, and it is vertical that the length of reserved part should be prefabricated post
The half of 1 height of reinforced bar sleeve.
By prefabricated post-wall built-in fitting through hole fixation with steel wire on prefabricated column tie-bar 7, prefabricated post-wall built-in fitting
Number is determining according to the shear force calculation for needing to transmit between precast shear wall 19 and prefabricated post 18, and along 18 short transverse of prefabricated post
It is uniformly distributed.
Reinforcing bar outer support template in prefabricated post 18, casting concrete, concrete should pour in template to prefabricated post-
The outer surface of wall built-in fitting, form removal after concrete setting complete the production of prefabricated post.
(3) as shown in Figure 7 to 9, the specific structure of precast shear wall 19 and manufacturing process difference are as follows:
(1) precast shear wall 19 mainly include framework of steel reinforcement, prefabricated post-wall built-in fitting and concrete, the two of framework of steel reinforcement
Prefabricated post-wall built-in fitting is respectively set in side, and concreting is in framework of steel reinforcement inner side and outer side；Framework of steel reinforcement is that shear wall is longitudinal
The lateral stressed muscle 9 of principal rod 8, shear wall, shear wall confined boundary member stirrup 10 and shearing wall lacing wire 11 form, two rows shearing
Wall longitudinal stress muscle 8 is oppositely arranged in parallel, and is connected between every row's shear wall longitudinal stress muscle 8 by the lateral stressed muscle 9 of shear wall,
It is connected between the shear wall longitudinal stress muscle 8 being oppositely arranged by shearing wall lacing wire 11, the side of two rows of shear wall longitudinal stress muscle 8
Shear wall confined boundary member stirrup 10 is arranged in parallel in outside up and down between edge.
(2) manufacturing process of precast shear wall are as follows: binding shear wall longitudinal stress muscle 8 and shear wall constrained edge structure first
Part stirrup 10 forms confined boundary member reinforcing bar, then binds remaining shear wall longitudinal stress muscle and the lateral stressed muscle of shear wall
9, finally binding shearing wall lacing wire 11, forms the reinforcing bar in precast shear wall.
Prefabricated post-wall built-in fitting is that shear wall side is fixed on by metal binding wire, and metal binding wire passes through prefabricated post-wall
Reserved circular hole above built-in fitting is bound in precast shear wall on confined boundary member stirrup, wall it is laterally uniform
Two side areas.
The formwork supporting plate on the outside of framework of steel reinforcement, casting concrete, concrete should be poured in template to outside column wall built-in fitting
Side surface.Form removal after concrete setting completes the production of precast shear wall.
(4) as shown in Figure 18 to Figure 19, the specific structure of connecting portion balustrade deching and production between prefabricated post and shear wall
Process is as follows:
(1) cover board 17 is set on the outside of connecting portion between prefabricated post 18 and precast shear wall 19, and cover board 17 includes that cover board is lateral
Distributing reinforcement 16, cover board genesis analysis muscle 15 and billet 14, the parallel opposite cover board cross direction profiles muscle 16 of a row are parallel with a row
Opposite cover board genesis analysis muscle 15 forms steel reinforcement net.And billet 14 is then welded to certain two phase in steel reinforcement net
Between adjacent cover board cross direction profiles muscle 16, specific link position corresponds to fill benzene plate center between prefabricated post 18 and precast shear wall 19.
(2) between prefabricated post 18 and precast shear wall 19 connecting portion balustrade deching manufacturing process are as follows: first binding cover board
Cross direction profiles muscle 16, cover board genesis analysis muscle 15 form steel reinforcement net, billet 14 are then welded, on the outside of steel reinforcement net
Formwork supporting plate, casting concrete, concrete should be poured in template to steel reinforcement net outer surface.Mould is removed after concrete setting
Plate completes the production of connecting portion balustrade deching between prefabricated post and shear wall.
The prefabricated completion in factory of above-mentioned prefabricated components, then transports to construction site and assembles, and specific hoisting process is as follows:
(1) as shown in Figure 10, the lifting of prefabricated post and precast shear wall first prefabricated cuts two prefabricated posts 18 with one
Power wall 19 lifts in place, and precast shear wall 19 is located between two prefabricated posts 18.
(2) as shown in Figure 11 to Figure 12, prefabricated post-wall built-in fitting and prefabricated post-in precast shear wall in prefabricated post 18
It is corresponding between wall built-in fitting to be inserted into I-shaped column-wall connecting key 4, make in prefabricated post in prefabricated post-wall built-in fitting and precast shear wall
Prefabricated post-wall built-in fitting and I-shaped column-wall connecting key 4 are in close contact, and are then welded, and are completed prefabricated post 18 and are cut with prefabricated
The connection of connecting key between power wall 19.
(3) empty between wall built-in fitting and prefabricated post 18 and precast shear wall 19 in prefabricated post-as shown in Figure 13 to Figure 17
Filling benzene plate 12 between prefabricated post-wall is inserted into gap with the shape, then correspondence installs I-shaped column -4 side of wall connecting key with the shape
I-shaped column-wall connecting key filling benzene plate 13, completes vacant position benzene in prefabricated post 18 and 19 connecting portion of precast shear wall
The connection of plate.
(4) it installs outside 19 connecting portion corresponding position of prefabricated post 18 and precast shear wall and connects between prefabricated post and shear wall
Connecting portion balustrade deching between prefabricated post 18 and precast shear wall 19 is first placed on connecting portion pair by socket part position balustrade deching 17
Vacant locations are answered, then sequentially pass through interconnecting piece between former and later two corresponding prefabricated posts 18 and precast shear wall 19 with interspersed reinforcing bar
Billet 14 on the balustrade deching of position, then the both ends of interspersed reinforcing bar are secured with nuts, it completes between column and shear wall outside connecting portion
The fixed installation of side cover plate 17.Wherein, the length for interting reinforcing bar should be connecting portion balustrade deching between the shear wall of correspondence
On 14 outer surface of billet between distance add two sides to correspond to the thickness of fixture nut.
(5) as shown in Figure 18 to Figure 22, the connecting portion outboard cover between the column and shear wall after all completions are fixedly mounted
14 recess of billet on plate 17 smears gypsum, keeps recess smooth, completes the connection between prefabricated post and precast shear wall.
Result of implementation shows that the master operation of the utility model does not include the processes such as scene grouting or concreting, entirely
Portion's process is all the in-site installation connection of prefabricated components, does not need wet construction, when greatly shortening required for building-site construction
Between, speed of application, save the cost can greatly be improved.Prefabricated post and precast shear wall, by precast shear wall and prefabricated
Prefabricated post-wall built-in fitting and I-shaped column-wall connecting key is arranged in column coupling part, completes wall-intercolumniation coupling part shearing biography
It passs, further enhances the globality of structure, anti-seismic performance is more preferable.It makes the high part of required precision, including prefabricated post, prefabricated cuts
Power wall and the production of prefabricated post-wall built-in fitting, I-steel shear key, are completed in factory.The difficulty requirement of on-site consolidation
It is not high, the learning cost of construction personnel can be saved, construction efficiency is increased substantially.Power transmission between the utility model component, according to
It is more relatively reliable by weld seam force transferring structure than single by the occlusion and welding of built-in fitting.Using a large amount of assembling work, than original
Cast-in-place operation greatly reduces, and meets the prefabricated concrete structures such as the Green Architectural Development requirement of energy conservation and environmental protection and economic security
Advantage has preferable future in engineering applications.
Claims (4)
1. a kind of prefabricated concrete structure wall-column all steel is keyed structure, which is characterized in that including prefabricated post-wall built-in fitting,
Prefabricated post, precast shear wall, precast shear wall is located between two prefabricated posts, prefabricated between prefabricated post and precast shear wall
Column-wall built-in fitting is corresponding, is keyed between the prefabricated post being oppositely arranged-wall built-in fitting by I-shaped column-wall connection,
In:
(1) prefabricated post-wall built-in fitting is made of ribbed steel and circular hole, and the side of ribbed steel is arranged in parallel cross section up and down and is
The floor of L-type, circular hole, circular hole parallel arrangement are arranged on monolith ribbed steel, and the lateral stressed muscle of shear wall passes through circular hole, floor point
Groove is not formed with the side of ribbed steel, upper and lower two grooves are opposite；
(2) prefabricated post is by longitudinal stress muscle, prefabricated column tie-bar, vertical reinforcement sleeve and ribbed steel casting concrete in prefabricated post
It forms, longitudinal stress muscle connects to form frame structure by prefabricated column tie-bar in four prefabricated posts of the arrangement that is square, each pre-
The bottom of longitudinal stress muscle is set with vertical reinforcement sleeve in column processed, and the one side of the frame structure is uniformly arranged pre- from top to bottom
Column processed-wall built-in fitting, concreting is in frame structure inner side and outer side；
(3) precast shear wall includes that framework of steel reinforcement, prefabricated post-wall built-in fitting and concrete, the two sides of framework of steel reinforcement are respectively set
Prefabricated post-wall built-in fitting, concreting is in framework of steel reinforcement inner side and outer side；Framework of steel reinforcement is shear wall longitudinal stress muscle, cuts
The lateral stressed muscle of power wall, shear wall confined boundary member stirrup and shearing wall lacing wire composition, two rows of shear wall longitudinal stress muscle are flat
Row is oppositely arranged, by the lateral stressed muscle connection of shear wall between every row's shear wall longitudinal stress muscle, the shear wall being oppositely arranged
It is connected between longitudinal stress muscle by shearing wall lacing wire, outside is set in parallel up and down between the edge of two rows of shear wall longitudinal stress muscle
Set shear wall confined boundary member stirrup.
2. prefabricated concrete structure wall described in accordance with the claim 1-column all steel is keyed structure, which is characterized in that I-shaped
Type column-wall connecting key is made of vertical plate, level board, convex ribs, and the level board setting up and down of vertical plate is in I-shaped structure, is located at
Both ends are wholely set parallel convex ribs at the top of the level board on top, are wholely set positioned at the level board bottom both ends of lower part parallel
Convex ribs, I-shaped column-wall connecting key two sides are connect with prefabricated post-wall built-in fitting respectively, and I-shaped column-wall connecting key passes through upper
Two groove insertings cooperate lower two convex ribs up and down with prefabricated post-wall built-in fitting respectively.
3. prefabricated concrete structure wall described in accordance with the claim 1-column all steel is keyed structure, which is characterized in that prefabricated
Cover board is set on the outside of connecting portion between column and precast shear wall, cover board include cover board cross direction profiles muscle, cover board genesis analysis muscle and
Billet, the parallel opposite cover board genesis analysis muscle of a row parallel opposite cover board cross direction profiles muscle and a row form framework of steel reinforcement
Net.
4. prefabricated concrete structure wall described in accordance with the claim 3-column all steel is keyed structure, which is characterized in that steel pad
Plate is welded in steel reinforcement net between certain two adjacent cover board cross direction profiles muscle, specific link position correspond to prefabricated post with it is prefabricated
Benzene plate center is filled between shear wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821852295.5U CN209227836U (en) | 2018-11-09 | 2018-11-09 | Prefabricated concrete structure wall-column all steel is keyed structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821852295.5U CN209227836U (en) | 2018-11-09 | 2018-11-09 | Prefabricated concrete structure wall-column all steel is keyed structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209227836U true CN209227836U (en) | 2019-08-09 |
Family
ID=67502606
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821852295.5U Expired - Fee Related CN209227836U (en) | 2018-11-09 | 2018-11-09 | Prefabricated concrete structure wall-column all steel is keyed structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209227836U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281422A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | Prefabricated concrete structure wall-column all steel key connection structure and assembling method |
| CN110541500A (en) * | 2019-09-30 | 2019-12-06 | 陕西省建筑科学研究院有限公司 | fabricated shear wall structure and construction method |
| CN113863756A (en) * | 2021-11-15 | 2021-12-31 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
-
2018
- 2018-11-09 CN CN201821852295.5U patent/CN209227836U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281422A (en) * | 2018-11-09 | 2019-01-29 | 沈阳建筑大学 | Prefabricated concrete structure wall-column all steel key connection structure and assembling method |
| CN110541500A (en) * | 2019-09-30 | 2019-12-06 | 陕西省建筑科学研究院有限公司 | fabricated shear wall structure and construction method |
| CN110541500B (en) * | 2019-09-30 | 2024-03-15 | 陕西省建筑科学研究院有限公司 | Assembled shear wall structure and construction method |
| CN113863756A (en) * | 2021-11-15 | 2021-12-31 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
| CN113863756B (en) * | 2021-11-15 | 2022-09-13 | 东莞理工学院 | Three-phase adjacent structure damping control system suitable for building compact area |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108951870B (en) | Construction method of low-rise fully-assembled concrete shear wall structure system | |
| CN104264786A (en) | Steel bar connection mode of prefabricated concrete member and application thereof | |
| CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
| CN105317137A (en) | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard | |
| CN106968381B (en) | Assembled prefabricated shear wall and superimposed sheet node connected by combined grouting sleeve | |
| CN106639093A (en) | Close splicing seam-type laminated slab | |
| CN204059601U (en) | Steel bar connecting structure of prefabricated concrete member | |
| CN206707124U (en) | Prefabricated assembling type reinforced concrete component with joint of steel structure | |
| CN209227836U (en) | Prefabricated concrete structure wall-column all steel is keyed structure | |
| CN111980263B (en) | Mixed connection structure of precast composite floor concrete superimposed sheet and construction method | |
| CN113123629B (en) | Prestressed reinforcement construction method for section Liang Zengda after column pulling of existing structure | |
| CN108086488B (en) | Assembled frame shear structure wall staggered connection structure and assembling method | |
| CN207660136U (en) | A kind of assembly concrete frame-shear wall keyway connection structure | |
| CN108301545A (en) | A kind of big module overlapping contignation of the assembled with space truss temporary support | |
| CN109267585B (en) | Assembled prismatic table type foundation and column structure and assembling method | |
| CN109281422A (en) | Prefabricated concrete structure wall-column all steel key connection structure and assembling method | |
| CN108301425A (en) | Prefabricated fast-assembling lattice beam system and construction method thereof | |
| CN110761443A (en) | Assembled concrete structure wall-column concrete filled steel tube key connection structure and assembling method thereof | |
| CN114319977B (en) | Steel pipe concrete row column type connection precast shear wall structure and construction method | |
| CN109555252B (en) | Floor slab with rectangular ribs extending outwards, shear wall structure and connecting method | |
| CN108104310B (en) | Assembled frame shear structure column staggered connection structure and assembling method | |
| CN207260378U (en) | A kind of assembled frame-shear structure curved scissors type combines keyway connection structure | |
| CN113356405A (en) | Prefabricated composite wall structure based on embedded profile steel and construction method thereof | |
| CN210031897U (en) | Fan foundation and wind generating set | |
| CN207525938U (en) | A kind of assembled frame-shear structure column splitlevel connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190809 Termination date: 20191109 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |