CN208650333U - A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support - Google Patents
A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support Download PDFInfo
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- CN208650333U CN208650333U CN201820208102.6U CN201820208102U CN208650333U CN 208650333 U CN208650333 U CN 208650333U CN 201820208102 U CN201820208102 U CN 201820208102U CN 208650333 U CN208650333 U CN 208650333U
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Abstract
The utility model provides a kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support, it includes the cast-in-place edge member of prefabricated band hole shear wall with the vertical two sides for being incorporated into prefabricated band hole shear wall, prefabricated band hole shear wall includes the coupling beam of the sleeper for being sequentially located at hole two sides and the sleeper and middle wall body of middle wall body and connection two sides, and the middle wall body is connected to the cast-in-place edge member.The utility model disconnects the vertical reinforcement of prefabricated band hole shear wall, reduce vertical reinforcement connector and grout sleeve quantity, strengthening measure is the quantity of reinforcement that the cast-in-place edge member wall in precast wall body two sides is increased by the strong principle such as bending resistance, vertical distribution bar can be made up and disconnect the loss for causing bending bearing capacity, to save material and prefabricated components factory manufacturing cost；Oblique reinforcing rib is set inside precast wall body, can be very good to improve shear wall body stress and cracking resistance, enhance wall energy dissipation capacity and displacement Ductility.
Description
Technical field
The utility model relates to a kind of assembly of integral shearing wall structure more particularly to a kind of assembled integral reinforced concretes
Native frame supports compound Coupled Shear Wall structure.
Background technique
It is being risen " assembled integral concrete shear wall structure " for domestic at present, wall steel bar vertically connects more
Using " sleeve connection " or " constraint slurry anchor connection " method.Those connection methods are required to carry out the connection of a large amount of reinforcing bars, not only
Structural cost is increased, since reinforcing bar location difficulty can also cause great puzzlement to construction personnel in installation process.
Utility model content
It is existed in the prior art or potential shortcoming, the utility model provide a kind of assembled integral in view of above-mentioned
Steel reinforced concrete frame supports compound Coupled Shear Wall structure, can be avoided and uses a large amount of sleeve connections in shear wall assembly construction,
Mitigate construction burden and reduces construction cost.
To achieve the above object, a kind of assembled integral steel reinforced concrete frame of providing of the utility model supports compound limb
Shear wall structure comprising prefabricated band hole shear wall is cast-in-place with the vertical two sides for being incorporated into prefabricated band hole shear wall
Edge member, prefabricated band hole shear wall include be sequentially located at hole two sides sleeper and middle wall body and connection two sides
The sleeper and middle wall body coupling beam, the middle wall body is connected to the cast-in-place edge member.
In the embodiments of the present invention, in the middle wall body be equipped with oblique reinforcing rib, the two of the oblique reinforcing rib
End each extends over out the vertical two sides of the middle wall body and is connected to the cast-in-place edge member and the sleeper of respective side.
In the embodiments of the present invention, the vertical side of the middle wall body is extended in the lower end of the oblique reinforcing rib
Lower end, the upper end of the vertical side of the middle wall body is extended in the upper end of the oblique reinforcing rib.
In the embodiments of the present invention, the lower end of the oblique reinforcing rib, which is bent to form, anchors into the cast-in-place edge
The horizontal of component or the sleeper is anchored section, the upper end of the oblique reinforcing rib be bent to form across the cast-in-place edge member or
The vertical anchor section at the top of the sleeper.
In the embodiments of the present invention, the oblique reinforcing rib include at least along two different directions it is arranged in a crossed manner the
One oblique muscle and the second oblique muscle.
In the embodiments of the present invention, the bottom of the middle wall body is equipped with grouting blind hole, the bottom of the middle wall body
Portion is equipped with the seat pulp layer reserving gaps communicated with the grouting blind hole.
In the embodiments of the present invention, the inside of the sleeper is equipped at least by the first vertical muscle and first level stirrup
The first bar construction formed is connected, and the bottom of the first vertical muscle is connected with grout sleeve, the first vertical muscle
Top plate extends the top of the sleeper.
In the embodiments of the present invention, the inside of the middle wall body is equipped at least horizontal by the second vertical muscle and second
Muscle connects the second bar construction to be formed, and partly or entirely the middle wall body is extended in the end of second horizontal bar
Vertical side.
In the embodiments of the present invention, the inside of the coupling beam, which is equipped with, at least indulges muscle and coupling beam by coupling beam stud, coupling beam
Stirrup connects the coupling beam frame to be formed, the coupling beam indulge muscle extend the two sides of the coupling beam and be connected to two sides the sleeper and
The middle wall body.
In the embodiments of the present invention, the cast-in-place edge member includes at least by the vertical muscle of third and third level hoop
Muscle connects the third bar construction to be formed and pours in the concrete structure of the third bar construction, the vertical muscle of third
Both ends extend the concrete structure.
The utility model due to using the technology described above, make it have it is following the utility model has the advantages that
(1) vertical reinforcement of prefabricated band hole shear wall part is disconnected, configures by minimum steel ratio, is reduced vertically with this
The quantity of splice and grout sleeve, and the dosage of vertical distributing reinforcement, strengthening measure are increased in advance by the strong principle such as bending resistance
The quantity of reinforcement of the cast-in-place edge member wall in wall two sides processed can make up vertical distribution bar disconnection and cause bending bearing capacity
Loss, to save material and prefabricated components factory manufacturing cost；
(2) due to the reduction of the quantity of Vertical bar connection connector, worker during practice of construction can be greatly reduced
The amount of labour improves construction efficiency, reduces construction cost；
(3) oblique reinforcing rib is arranged inside shear wall body, can reduce horizontal point by Shear Bearing Capacity Theory
The dosage of cloth muscle, and can be very good to improve shear wall body stress and cracking resistance, enhance wall energy dissipation capacity and displacement is prolonged
Property.
Detailed description of the invention
It, below will be to required in embodiment description in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing to be used is briefly described, it should be apparent that, the accompanying drawings in the following description is only some realities of the utility model
Example is applied, it for those of ordinary skill in the art, without creative efforts, can also be according to these attached drawings
Obtain other attached drawings.
Fig. 1 is that the assembled integral steel reinforced concrete frame in the utility model embodiment supports compound Coupled Shear Wall structure
Structural schematic diagram.
Specific embodiment
Illustrate the embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints and answer
With carrying out various modifications or alterations under the spirit without departing from the utility model.
The utility model is described in further details in the following with reference to the drawings and specific embodiments.
As shown in fig.1, it is multiple to provide a kind of assembled integral steel reinforced concrete frame support in the embodiments of the present invention
Conjunction Coupled Shear Wall structure mainly includes prefabricated band hole shear wall 11 and is incorporated into vertical the two of prefabricated band hole shear wall
The cast-in-place edge member 12 of side, wherein prefabricated band hole shear wall 11 further comprises the sleeper 111 for being sequentially located at hole two sides
With the coupling beam 113 of the sleeper 111 and middle wall body 112 of middle wall body 112 and connection two sides, sleeper 111, middle wall body 112
It is prefabricated components concrete component with coupling beam 113, middle wall body 112 is connected to cast-in-place edge member 12.
As shown in Figure 1, the quantity of the middle wall body 112 in the present embodiment is two, the relative inner of two middle wall bodies 112
Respectively be connected to a sleeper 111, the opposite outside of two middle wall bodies 112 is respectively connected to a cast-in-place edge member 12, two sides it is dark
A hole is formed between column 111, the upper edge at hole is equipped with one of coupling beam 113, and the both ends of the coupling beam 113 are connected to the sleeper of two sides
111 and middle wall body 112.
It is reserved with grouting blind hole 13 in the bottom of middle wall body 112, grouting blind hole 13 is to be reserved in prefabricated components surface, use
In the hole of slip casting, which includes vertically being provided with the vertical hole of the bottom of middle wall body 112 and through vertical
Two apertures of the middle wall body 112 at hole, two apertures are arranged in parallel up and down, underlying aperture as injected hole,
The aperture being located above is as slurry outlet, in use, injecting slurries into injected hole, slurries flow through vertical hole and reach middle walls
The bottom of the bottom of body 112, middle wall body 112 is fixed after grout cures, when there is slurries outflow in slurry outlet, represents note
Slurry is completed, and can stop slip casting at this time, in this way, the grouting blind hole by 112 bottom of middle wall body can be using slurries to middle walls
The bottom of body 112 is fixed, without the connection of a large amount of grout sleeves and reinforcing bar.Be in the milk blind hole when not in use, generally
Metal stopper is filled in, in it to prevent blocking hole after foreign object intrusion.
The inside of sleeper 111, which is equipped with, at least connects formed first by the first vertical muscle 1111 and first level stirrup 1112
Bar construction, first bar construction are frame rod structure, and more first vertical muscle 1111 are arranged with a fixed spacing in rectangular matrix,
With a fixed spacing, genuine bind round is located at the outer of more first vertical muscle 1111 to multiple tracks first level stirrup 1112 together from bottom to top
Side, sound construction, wherein the first vertical muscle 1111 uses Large-size rebar, such as the reinforcing bar of 16mm~18mm diameter, preferably
16mm diameter, and configured using the principle equivalent with cast-in-place shear wall Bend.Further, the of sleeper 111
The bottom of one vertical muscle 1111 is connected with grout sleeve 1113, and the top plate of the first vertical muscle 1111 extends the top of sleeper 111,
The connection structure being connected with the bottom of the first vertical muscle of upper layer sleeper by grout sleeve is constituted, Lai Zengqiang prefabricated band hole is cut
Bond strength of the power wall when upper and lower level connects.The utility model only need to be to the sleeper at hole edge using grout sleeve connection
Mode, it is only necessary to which a small amount of grout sleeve connection is set, for middle wall body and cast-in-place edge member no setting is required grout sleeve
Connection greatly reduces the use of grout sleeve connection, can save a large amount of manpower objects compared to the connection of traditional precast shear wall
Power improves construction efficiency.
Middle wall body 112 be precast member for reinforcing bar concrete, can factory make, in-site installation, middle wall body 112 it is interior
Portion, which is equipped with, at least connects the second bar construction formed by the second vertical muscle 1121 and the second horizontal bar 1122, and partly or entirely
The vertical two sides of middle wall body 112 are extended in the end of second horizontal bar 1122, for connecting the cast-in-place edge member 12 of two sides
With sleeper 111.It, can be by middle wall body when such as cast-in-situ floor when the top of middle wall body 112 needs to be arranged top plate structure 15
The top of middle wall body 112 is extended in the upper end end of second vertical muscle 1121 some or all of in 112, those are extended steel
Muscle is directly cast in top plate structure 15, to improve the bond strength of middle wall body 112 Yu top plate structure 15, company herein
Knot is not necessarily to steel reinforcement abutting joints, therefore also there is no need to which the connection of grout sleeve and vertical reinforcement is arranged, only need to be by top plate structure 15
Concrete be directly cast on reserved extension reinforcing bar at the top of middle wall body, be attached, operate without grout sleeve
Simplicity not will increase any construction burden.And in the bottom of middle wall body 112, due to without the reinforcing bar with lower layer precast wall body
Overlapping splice, just without only needing indwelling a small amount of in the pre-buried a large amount of reinforcing bar connection grout sleeve in the bottom of middle wall body 112,
A pulp layer is made such as two grouting blind holes, it is easy to operate, it constructs without a large amount of steel reinforcement abutting joints, saves construction cost, mention
High construction efficiency.
The inside of coupling beam 113, which is equipped with, at least indulges muscle 1132 and the connection shape of coupling beam stirrup 1133 by coupling beam stud 1131, coupling beam
At coupling beam frame, wherein coupling beam stud 1131 is vertically arranged, and coupling beam indulges that muscle 1132 is horizontally disposed, and coupling beam stirrup 1133 is vertically set
It sets and binds round and be located at the outside that coupling beam indulges muscle 1132.Extend the vertical two sides of coupling beam and be connected to two in the both ends that coupling beam indulges muscle 1132
The sleeper 111 and middle wall body 112 of side.When the top of coupling beam 113 need setting top plate structure 15, when such as cast-in-situ floor, can will
The top of coupling beam 113 is extended in the upper end end of coupling beam stud 1131 some or all of in coupling beam 113, those are extended reinforcing bar
It is directly cast in top plate structure 15, to improve the bond strength of coupling beam 113 Yu top plate structure 15, connection herein is not necessarily to
Steel reinforcement abutting joints, therefore also there is no need to which the connection of grout sleeve and vertical reinforcement is arranged, it only need to be by the coagulation of top plate structure 15
Soil is directly cast on the extension reinforcing bar reserved at the top of coupling beam 113, is attached without grout sleeve, easy to operate, no
It will increase any construction burden.
Cast-in-place edge member 12 includes at least connecting the third formed by the vertical muscle 121 of third and third horizontal hoop 122
It bar construction and pours in the concrete structure of the third bar construction, wherein extend mixed in the both ends of the vertical muscle 121 of third
Xtah Crude Clay structure, for being overlapped with upper and lower structures.The cast-in-place edge member 12 is using traditional cast in situ ferroconcrete wall body
Form of construction work, when construction, binding third bar construction first, by the vertical muscle of the third of third bar construction and lower plywood structure 16
Reserved vertical reinforcement overlap joint, then installation template structure, then casting concrete at the top of (cast-in-situ floor).Cast-in-place edge member 12
The bottom of the vertical muscle of third can directly be overlapped on the reserved vertical reinforcement of lower plywood structure 16, easy to operate, no setting is required
Grout sleeve is attached.The reserved vertical muscle of third in cast-in-place 12 bottom of edge member is pre- for connecting 16 top of lower plywood structure
The vertical reinforcement stayed, the vertical muscle of third reserved at the top of cast-in-place edge member 12 are then used to connect the vertical steel of top plate structure 15
Therefore muscle can establish company that is good and consolidating using cast-in-place edge member 12 between top plate structure 15, lower plywood structure 16
Knot body system, globality is strong, and bending resistance shearing resistance and carrying energy are superior.
Preferably, outwardly extending second horizontal bar 1121 in the middle wall body 112 of prefabricated band hole shear wall 11
End can be further connected to the third bar construction of the cast-in-place edge member 12 of respective side and the first reinforcing bar knot of sleeper 111
Structure, to increase the bond strength of prefabricated band hole shear wall 11 Yu cast-in-place edge member 12, by prefabricated band hole shear wall 11
Vertical two sides cast-in-place edge member 12 is respectively set, utilize the good whole connectivity of cast-in-place edge member 12 and bending resistance shearing resistance energy
Power can be improved the bending resistance shearing resistance and bearing capacity of prefabricated band hole shear wall 11 and upper and lower structures at horizontal joint, make up
Connecting structure is weak caused by reducing the connection of reinforcing bar and grout sleeve at horizontal joint because of prefabricated band hole shear wall 11
With the problem of bending resistance shear resistance difference, it is ensured that integrally-built stability and safety.
In addition, can by improve the bar construction in prefabricated band hole shear wall 11 and cast-in-place edge member 12 arrangement of reinforcement and
Construction etc., further strengthens the structural strength and bending resistance shear resistance of the compound Coupled Shear Wall structure of the utility model.Prefabricated
The second vertical muscle being vertically distributed in middle wall body 112 with hole shear wall 11 configure and upper using minimum steel ratio
It is disconnected at lower layer's horizontal joint, is stayed at horizontal joint and set 20mm pulp layer 131, by marking the bottom of middle wall body 112
Height is 20mm higher than the elevation of bottom of the cast-in-place edge member 12 of its two sides and sleeper 111, in middle wall body 112 bottom formed to
The seat pulp layer reserving gaps of a slurry are poured, and blind hole of being in the milk is connected to this pulp layer reserving gaps, completed to grouting blind hole
In mortar depositing construction after, the 20mm pulp layer 131 can be formed in the bottom of middle wall body 112.The first of middle wall body 112
Under the premise of vertical muscle is configured and disconnected using minimum steel ratio, the third of the cast-in-place edge member 12 of two sides is vertical
Muscle uses Large-size rebar, and such as 16mm~18mm, preferably 16mm, the selection of the vertical muscle of third and arrangement are used and cast-in-place shearing
The equivalent principle of wall Bend is configured.The bar diameter of the vertical muscle of the second of middle wall body 112 is less than cast-in-place edge
The bar diameter of the vertical muscle of the third of component 12, using the reinforcing bar of general diameter.
As the better embodiment of the utility model, oblique reinforcing rib is additionally provided in prefabricated band hole shear wall 11
14, which is formed on the inside of middle wall body 112 in advance, and the both ends of oblique reinforcing rib 14 each extend over out middle wall body
112 vertical two sides and the cast-in-place edge member 12 and sleeper 111 for being connected to respective side.As shown in Figure 1, oblique reinforcing rib 14
The lower end of the vertical side of middle wall body 112 is extended in lower end, and the perpendicular of middle wall body 112 is extended in the upper end of oblique reinforcing rib 14
To the upper end of side.Also, the lower end of the oblique reinforcing rib 14 is bent to form horizontal anchor section 141, which is anchored 141 water of section
It is flat to anchor into the cast-in-place edge member 12 or sleeper 111 of respective side, preferably, level anchor end is connected to showing for respective side
Pour the inside bar construction of edge member 12 or sleeper 111.The upper end of oblique reinforcing rib 14 is bent to form showing across respective side
The vertical anchor section 142 at the top of edge member 12 or sleeper 111 is poured, which can pass vertically through upper and lower level water
In-situ layer at carvel joint simultaneously anchors into the cast-in-place edge member of upper layer shear wall structure, wherein showing at upper and lower level horizontal joint
A part that layer can be top plate structure is poured, it can also be for for reinforcing between compound Coupled Shear Wall structure and top plate structure
The cast-in-place concrete layer of connection acts on similar with the seat pulp layer of middle wall body bottom.
Further, oblique reinforcing rib 14 includes at least the first oblique muscle and second arranged in a crossed manner along two different directions
Oblique muscle, the selection of oblique reinforcing rib 14 and arrangement are configured by with the strong theory such as cast-in-place shear wall horizontal joint shearing resistance.By
In contribution of the oblique reinforcing rib 14 to the wall shear Capacity of shear wall structure, middle wall body level can be suitably reduced
With the ratio of reinforcement of vertical distribution bar, cost is saved.The utility model assembled integral steel reinforced concrete frame supports compound limb and cuts
The setting of oblique reinforcing rib in power wall construction can also constrain prefabricated band hole shear wall and cast-in-place edge member and upper and lower level knot
The development in the crack between structure improves shear resistance of the shear wall structure at upper and lower level horizontal joint.
The connection type of the compound Coupled Shear Wall structure of the utility model saves connection sleeve quantity, has saved cost,
Construction intensity is reduced, construction efficiency is improved, compared with the prior art, there is effect following prominent:
(1) vertical reinforcement of prefabricated band hole shear wall part is disconnected, vertical reinforcement connector and grouting set is reduced with this
The quantity of cylinder, strengthening measure are the quantity of reinforcement that the cast-in-place edge member wall in precast wall body two sides is increased by the strong principle such as bending resistance, can
To make up the loss that vertical distribution bar disconnection causes bending bearing capacity, to save material and prefabricated components factory production costs
With；
(2) due to the reduction of the quantity of Vertical bar connection connector, worker during practice of construction can be greatly reduced
The amount of labour improves construction efficiency, reduces construction cost；
(3) oblique reinforcing rib is arranged inside shear wall body, can reduce horizontal point by Shear Bearing Capacity Theory
The dosage of cloth muscle, and can be very good to improve shear wall body stress and cracking resistance, enhance wall energy dissipation capacity and displacement is prolonged
Property.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the utility model implementable so that those skilled in the art understands and reads
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall in disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as "upper", "lower", "left", "right", " in
Between " and " one " etc. term, be merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model,
Relativeness is altered or modified, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the utility model.
The above is only the preferred embodiment of the utility model, not does in any form to the utility model
Limitation, although the utility model has been disclosed with preferred embodiment as above, is not intended to limit the utility model, any to be familiar with
Professional and technical personnel, in the range of not departing from technical solutions of the utility model, when in the technology using the disclosure above
Hold the equivalent embodiment made a little change or be modified to equivalent variations, but all without departing from technical solutions of the utility model
Hold, any simple modification, equivalent change and modification made by the above technical examples according to the technical essence of the present invention, still
It is within the scope of the technical solutions of the present invention.
Claims (5)
1. a kind of assembled integral steel reinforced concrete frame supports compound Coupled Shear Wall structure, it is characterised in that: including prefabricated band hole
The cast-in-place edge member of mouth shear wall and the vertical two sides for being incorporated into prefabricated band hole shear wall, the prefabricated band hole is cut
Power wall includes the company of the sleeper for being sequentially located at hole two sides and the sleeper and middle wall body of middle wall body and connection two sides
Beam, the middle wall body are connected to the cast-in-place edge member, are equipped with oblique reinforcing rib in the middle wall body, it is described oblique plus
The both ends of strengthening tendons each extend over out the vertical two sides of the middle wall body and be connected to respective side the cast-in-place edge member and
The sleeper, the lower end of the oblique reinforcing rib are bent to form the level for anchoring into the cast-in-place edge member or the sleeper
It is anchored section, the oblique reinforcing rib includes at least the first oblique muscle and second oblique muscle arranged in a crossed manner along two different directions.
2. assembled integral steel reinforced concrete frame as described in claim 1 supports compound Coupled Shear Wall structure, it is characterised in that:
The lower end of the vertical side of the middle wall body is extended in the lower end of the oblique reinforcing rib, and the upper end of the oblique reinforcing rib is prolonged
Stretch out the upper end of the vertical side of the middle wall body.
3. assembled integral steel reinforced concrete frame as described in claim 1 supports compound Coupled Shear Wall structure, it is characterised in that:
The inside of the sleeper is equipped with and at least connects the first bar construction formed with first level stirrup by the first vertical muscle, and described
The bottom of first vertical muscle is connected with grout sleeve, extends the top of the sleeper at the top of the first vertical muscle.
4. assembled integral steel reinforced concrete frame as described in claim 1 supports compound Coupled Shear Wall structure, it is characterised in that:
The inside of the middle wall body is equipped with and at least connects the second bar construction formed, and portion by the second vertical muscle and the second horizontal bar
Point or all the vertical side of the middle wall body is extended in the end of second horizontal bar.
5. assembled integral steel reinforced concrete frame as described in claim 1 supports compound Coupled Shear Wall structure, it is characterised in that:
The inside of the coupling beam, which is equipped with, at least connects the coupling beam frame formed, the coupling beam with coupling beam stirrup by coupling beam stud, the vertical muscle of coupling beam
Vertical muscle extend the two sides of the coupling beam and be connected to two sides the sleeper and the middle wall body.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820208102.6U CN208650333U (en) | 2018-02-06 | 2018-02-06 | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820208102.6U CN208650333U (en) | 2018-02-06 | 2018-02-06 | A kind of compound Coupled Shear Wall structure of assembled integral steel reinforced concrete frame support |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409665A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of combined type precast shear wall for assembled architecture |
| CN111021583A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Vertical connection structure of assembled shear wall structure |
| CN114592688A (en) * | 2022-03-25 | 2022-06-07 | 华北水利水电大学 | Construction method of oblique reinforced concrete shear wall based on equivalent rod piece model |
-
2018
- 2018-02-06 CN CN201820208102.6U patent/CN208650333U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409665A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of combined type precast shear wall for assembled architecture |
| CN111021583A (en) * | 2019-12-31 | 2020-04-17 | 吉林建筑大学 | Vertical connection structure of assembled shear wall structure |
| CN114592688A (en) * | 2022-03-25 | 2022-06-07 | 华北水利水电大学 | Construction method of oblique reinforced concrete shear wall based on equivalent rod piece model |
| CN114592688B (en) * | 2022-03-25 | 2024-07-16 | 华北水利水电大学 | Construction method of oblique reinforced concrete shear wall based on equivalent rod model |
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