CN206607705U - Assembly concrete shear wall structure - Google Patents

Assembly concrete shear wall structure Download PDF

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Publication number
CN206607705U
CN206607705U CN201720333046.4U CN201720333046U CN206607705U CN 206607705 U CN206607705 U CN 206607705U CN 201720333046 U CN201720333046 U CN 201720333046U CN 206607705 U CN206607705 U CN 206607705U
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CN
China
Prior art keywords
precast reinforced
shear wall
convex
pregroove marks
groove
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Expired - Fee Related
Application number
CN201720333046.4U
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Chinese (zh)
Inventor
李翠翠
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Qingjian Group Co Ltd
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Qingjian Group Co Ltd
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Priority to CN201720333046.4U priority Critical patent/CN206607705U/en
Application granted granted Critical
Publication of CN206607705U publication Critical patent/CN206607705U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to a kind of assembly concrete shear wall structure, belongs to assembled architecture component technology field.The utility model includes shear wall, convex-concave structure, precast reinforced slot structure and grout hole;Convex-concave structure is located at the two ends of shear wall major axis, and one end includes dovetail convex I, rhombus groove and dovetail convex II, and the other end includes that dovetail groove I, rhombus be convex and dovetail groove II;Precast reinforced slot structure includes precast reinforced I, pregroove marks I, precast reinforced II, pregroove marks II;Grout hole is respectively the grout hole II of the grout hole I for covering the middle part of pregroove marks I and the end of pregroove marks III, the middle part of covering pregroove marks III and the end of pregroove marks IV.Longitudinally assembled using the convex-concave structure of longitudinal direction, with the clearly rational advantage of stress power transmission;Using laterally, longitudinal direction precast reinforced and pregroove marks be mutually inserted, be easy to after shake repair, energy-dissipating property is good the characteristics of;Using the grout hole simplified, without four grout holes, it is only necessary to two grout holes, with the fast effect of speed of application.

Description

Assembly concrete shear wall structure
Technical field
The utility model is related to a kind of assembly concrete shear wall structure, belongs to assembled architecture component technology field.
Background technology
Shear wall is generally mutually inserted using convex-concave structure and reinforcing bar, the performance such as antidetonation for improving building. But prior art has the following disadvantages:Stress and power transmission are unreasonable, and convex-concave structure is easily broken off;Only the reinforcing bar of side, shakes After be not easily repaired, energy-dissipating property it is poor;There is no grout hole or there is the grout hole of four and the above, low construction efficiency.
Utility model content
In view of the foregoing defects the prior art has, the utility model proposes a kind of new assembly concrete shear wall Structure, is longitudinally assembled using the convex-concave structure of longitudinal direction, with the clearly rational advantage of stress power transmission;Using horizontal, longitudinal direction pre- Reinforcing bar processed and pregroove marks are mutually inserted, be easy to after shake repair, energy-dissipating property is good the characteristics of;Using the grout hole simplified, Without four grout holes, it is only necessary to two grout holes, with the fast effect of speed of application.
The utility model is realized using following technical scheme:A kind of assembly concrete shear wall structure, including Shear wall, in addition to the precast reinforced slot structure set along the longitudinally disposed convex-concave structure of shear wall, along shear wall surrounding, and Two grout holes set in shear wall front;Convex-concave structure is located at the two ends of shear wall major axis, and one end includes dovetail convex I, water chestnut Shape groove and dovetail convex II, the other end include that dovetail groove I, rhombus be convex and dovetail groove II, and dovetail convex I is corresponding with dovetail groove I, rhombus Groove is convex corresponding with rhombus, and dovetail convex II is corresponding with dovetail groove II;Precast reinforced slot structure includes being located at convex I left side of dovetail Precast reinforced I, positioned at convex II right side of dovetail pregroove marks I, positioned at the right side of dovetail groove II precast reinforced II, positioned at dovetail groove I The pregroove marks II in left side, precast reinforced I is corresponding with pregroove marks II, and precast reinforced II is corresponding with pregroove marks I.Short axle it is prefabricated Steel bar groove include left upper portion precast reinforced III, the pregroove marks II of left lower, the pregroove marks of right upper portion I, lower right side Precast reinforced II;Grout hole is respectively the grout hole I for covering the middle part of pregroove marks I and the end of pregroove marks III, covers pregroove marks III Middle part and the grout hole II of the end of pregroove marks IV.
Preferably, the gap being brought into close contact is formed after the corresponding convex-concave structure grafting.
Preferably, described precast reinforced I, precast reinforced II length is all higher than precast reinforced III, precast reinforced IV length Degree.
Preferably, the precast reinforced slot structure shear wall surrounding be each provided with one it is precast reinforced and one it is prefabricated The precast reinforced groove of groove, wherein shear wall major axis is located at convex-concave structure both sides, and the precast reinforced groove of shear wall short axle is located at short axle Axis both sides.
Preferably, the grout hole is except as grout hole, also as observation panel, and the grafting between observation reinforcing bar and groove is It is no in place.
Preferably, the pregroove marks I and pregroove marks II are the groove-like structure for being opened in shear wall surface.
Preferably, the pregroove marks III and pregroove marks IV are the cavernous structure for being opened in shear wall side.
The beneficial effects of the utility model are:Using a kind of assembly concrete shear wall knot described in the utility model Structure, its core point is:The convex-concave structure of longitudinal direction, precast reinforced slot structure, the grout hole simplified.Relative to prior art, this reality Longitudinally assembled with the new convex-concave structure using longitudinal direction, with the clearly rational advantage of stress power transmission;Using horizontal, longitudinal direction pre- Reinforcing bar processed and pregroove marks are mutually inserted, be easy to after shake repair, energy-dissipating property is good the characteristics of;Using the grout hole simplified, Without four grout holes, it is only necessary to two grout holes, with the fast effect of speed of application.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is structural representation of the utility model along longitudinal direction overlapping.
Fig. 3 is the structural representation that the utility model is transversely overlapped.
Fig. 4 is the structural representation that the utility model is overlapped along vertical and horizontal.
In figure:1st, dovetail convex I;2nd, rhombus groove;3rd, dovetail convex II;4th, dovetail groove I;5th, rhombus is convex;6th, dovetail groove II;7th, it is pre- Reinforcing bar I processed;8th, precast reinforced II;9th, pregroove marks I;10th, pregroove marks II;11st, precast reinforced III;12nd, precast reinforced IV;13rd, it is pre- Groove III processed;14th, pregroove marks IV;15th, grout hole I;16th, grout hole II.
Embodiment
In order that the utility model purpose, technical scheme are more clearly understood, below in conjunction with the accompanying drawings, the utility model is made It is further described.
Embodiment one:
The utility model provides a kind of assembly concrete shear wall structure, and its core point is:The convex-concave structure of longitudinal direction, Precast reinforced slot structure, the grout hole simplified.Relative to prior art, the utility model is longitudinally filled using the convex-concave structure of longitudinal direction Match somebody with somebody, with the clearly rational advantage of stress power transmission;It is mutually inserted using precast reinforced and pregroove marks laterally, longitudinal, with shake After be easy to repair, the characteristics of energy-dissipating property is good;Using the grout hole simplified, without four grout holes, it is only necessary to two grout holes, With the fast effect of speed of application.
As shown in figure 1, a kind of assembly concrete shear wall structure described in the utility model, shear wall mainly includes edge Longitudinally disposed convex-concave structure, the precast reinforced slot structure set along shear wall surrounding, and two set in shear wall front Individual grout hole.
Convex-concave structure is located at the two ends of shear wall major axis, respectively including three parts, and wherein one end includes dovetail convex I 1, rhombus groove 2 and dovetail convex II 3, the other end includes dovetail groove I 4, rhombus convex 5 and dovetail groove II 6.Dovetail convex I 1 is corresponding with dovetail groove I 4, Rhombus groove 2 is corresponding with rhombus convex 5, and dovetail convex II 3 is corresponding with dovetail groove II 6, is formed after two corresponding part grafting The gap being brought into close contact.
Precast reinforced slot structure is each provided with a precast reinforced and pregroove marks, wherein shear wall in shear wall surrounding The precast reinforced groove of major axis is located at convex-concave structure both sides, and the precast reinforced groove of shear wall short axle is located at short axle axis both sides.It is long The precast reinforced groove of axle includes being located at precast reinforced the I 7 of convex I 1 left side of the dovetail, pregroove marks I 9 positioned at convex II 3 right side of dovetail, position Precast reinforced II 8 on the right side of dovetail groove II 6, the pregroove marks II 10 positioned at the left side of dovetail groove I 4.Precast reinforced I 7 and pregroove marks II 10 is corresponding, and precast reinforced II 8 is corresponding with pregroove marks I 9.The precast reinforced groove of short axle includes the precast reinforced of left upper portion III 11, the pregroove marks II 10 of left lower, the pregroove marks of right upper portion I 9, precast reinforced the II 8 of lower right side.Precast reinforced III 11 is corresponding with pregroove marks III 13, and precast reinforced IV 12 is corresponding with pregroove marks IV 14.It should be noted that precast reinforced I 7, Precast reinforced II 8 length is all higher than precast reinforced III 11, precast reinforced IV 12 length.
The grout hole simplified is used for the precast reinforced groove good to grafting and carries out back-grouting, further fixes.And it is existing Technology often has several plug-in positions, that is, has several grout holes, and the engineering time is long.The utility model is divided using circular grout hole The grout hole I 15 of the middle part of pregroove marks I 9 and the end of pregroove marks III 13, the middle part of covering pregroove marks III 13 and pregroove marks IV Wei not covered The grout hole II 16 of 14 ends.And two other should set the position of grout hole, by precast reinforced in advance, it is to avoid two Secondary grouting, saves the time.Grout hole is except as grout hole, also as observation panel, and whether the grafting between observation reinforcing bar and groove In place.
Embodiment two:
Structural representation of two shear walls along longitudinal grafting, as shown in Figure 2.The convex-concave structure of longitudinal direction mutually corresponds to grafting While, precast reinforced and pregroove marks are also mutually inserted.Specifically, dovetail convex I 1 is corresponding with dovetail groove I 4, rhombus groove 2 and water chestnut Shape convex 5 is corresponding, and dovetail convex II 3 is corresponding with dovetail groove II 6, and precast reinforced III 11 is corresponding with pregroove marks III 13, pre-manufactured steel Muscle IV 12 is corresponding with pregroove marks IV 14.In fact, due to dovetail it is convex with dovetail groove can only grafting after consistency from top to bottom, it is therefore prefabricated Reinforcing bar and pregroove marks also can only consistency from top to bottom grafting.Therefore why pregroove marks are not pre-manufactured holes, are exactly needed in shear wall table Face opens up a groove-like structure, passes behind grout hole progress back-grouting and fixes.
Embodiment three:
The structural representation of two shear walls transversely grafting, as shown in Figure 3.It can only be opened with the pregroove marks in embodiment two It is located at shear wall surface different, pregroove marks III 13 and pregroove marks IV 14 not necessarily will due to being that can use grafting form Consistency from top to bottom grafting, therefore pre-manufactured hole can be used, it may not be necessary to shear wall surface is opened in, and only needs to open up pre-manufactured hole i.e. Can.The grout hole that embodiment one is referred to, actually mainly sees in pregroove marks III 13 and pregroove marks IV 14 here as observation panel It is precast reinforced whether grafting in place.
Example IV:
Structural representation of four shear walls along vertical and horizontal grafting, as shown in Figure 4.Embodiment two is first passed through to be inserted Connect, then pass through the grafting of embodiment three, two-by-two split again after grafting.Or the grafting of embodiment three is first passed through, then pass through embodiment two Grafting, two-by-two split again after grafting.But sidepiece can not be inserted after according to the grafting of embodiment two, then by a shear wall, no Last right shear wall is not opened in surface because pregroove marks are poroid, causes precast reinforced to block split not.Therefore Installation of the present utility model has sequencing.
The utility model can be widely used in the occasions such as the assembled architecture of antidetonation.
It the foregoing is only preferred embodiment of the present utility model and oneself, it is all at this not using the utility model as limitation Impartial modifications, equivalent substitutions and improvements made within the spirit and principle of utility model etc., should be included in the utility model Patent covering scope in.

Claims (7)

1. a kind of assembly concrete shear wall structure, including shear wall, it is characterised in that also including longitudinally disposed along shear wall Convex-concave structure, along shear wall surrounding set precast reinforced slot structure, and shear wall front set two grout holes; Convex-concave structure is located at the two ends of shear wall major axis, and one end includes convex I (1) of dovetail, rhombus groove (2) and convex II (3) of dovetail, the other end Including dovetail groove I (4), rhombus convex (5) and dovetail groove II (6), convex I (1) of dovetail is corresponding with dovetail groove I (4), rhombus groove (2) (5) convex with rhombus are corresponding, and convex II (3) of dovetail are corresponding with dovetail groove II (6);Precast reinforced slot structure includes convex positioned at dovetail Precast reinforced I (7) on the left of I (1), the pregroove marks I (9) on the right side of convex II (3) of dovetail, on the right side of dovetail groove II (6) Precast reinforced II (8), the pregroove marks II (10) on the left of dovetail groove I (4), precast reinforced I (7) are relative with pregroove marks II (10) Should, precast reinforced II (8) are corresponding with pregroove marks I (9), and the precast reinforced groove of short axle includes precast reinforced the III of left upper portion (11), precast reinforced II (8) of the pregroove marks II (10) of left lower, the pregroove marks of right upper portion I (9), lower right side;Grouting Hole is respectively the grout hole I (15) for covering in the middle part of pregroove marks I (9) and pregroove marks III (13) end, is covered in pregroove marks III (13) Portion and the grout hole II (16) of pregroove marks IV (14) end.
2. assembly concrete shear wall structure according to claim 1, it is characterised in that after the convex-concave structure grafting Form the gap being brought into close contact.
3. assembly concrete shear wall structure according to claim 1, it is characterised in that described precast reinforced I (7), The length of precast reinforced II (8) is all higher than precast reinforced III (11), the length of precast reinforced IV (12).
4. the assembly concrete shear wall structure according to claim 1 or 3, it is characterised in that the precast reinforced groove Structure is each provided with the precast reinforced groove position of a precast reinforced and pregroove marks, wherein shear wall major axis in shear wall surrounding In convex-concave structure both sides, the precast reinforced groove of shear wall short axle is located at short axle axis both sides.
5. assembly concrete shear wall structure according to claim 1, it is characterised in that the grout hole is used as observation Mouthful, in place whether the grafting between observation reinforcing bar and groove.
6. assembly concrete shear wall structure according to claim 4, it is characterised in that pregroove marks I (9) and pre- Groove II (10) processed is the groove-like structure for being opened in shear wall surface.
7. assembly concrete shear wall structure according to claim 6, it is characterised in that the pregroove marks III (13) and Pregroove marks IV (14) are the cavernous structure for being opened in shear wall side.
CN201720333046.4U 2017-03-31 2017-03-31 Assembly concrete shear wall structure Expired - Fee Related CN206607705U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720333046.4U CN206607705U (en) 2017-03-31 2017-03-31 Assembly concrete shear wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720333046.4U CN206607705U (en) 2017-03-31 2017-03-31 Assembly concrete shear wall structure

Publications (1)

Publication Number Publication Date
CN206607705U true CN206607705U (en) 2017-11-03

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395513A (en) * 2020-03-25 2020-07-10 广东现代建筑设计与顾问有限公司 Assembled super high-rise core tube structure
CN111502072A (en) * 2020-05-14 2020-08-07 华北理工大学 Horizontal splicing seam structure of prefabricated shear wall and construction method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395513A (en) * 2020-03-25 2020-07-10 广东现代建筑设计与顾问有限公司 Assembled super high-rise core tube structure
CN111395513B (en) * 2020-03-25 2021-06-08 广东现代建筑设计与顾问有限公司 Assembled super high-rise core tube structure
CN111502072A (en) * 2020-05-14 2020-08-07 华北理工大学 Horizontal splicing seam structure of prefabricated shear wall and construction method thereof

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

Granted publication date: 20171103

Termination date: 20180331

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