CN206205217U - A kind of composite plate shear wall structure - Google Patents
A kind of composite plate shear wall structure Download PDFInfo
- Publication number
- CN206205217U CN206205217U CN201621181233.7U CN201621181233U CN206205217U CN 206205217 U CN206205217 U CN 206205217U CN 201621181233 U CN201621181233 U CN 201621181233U CN 206205217 U CN206205217 U CN 206205217U
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- China
- Prior art keywords
- prefabricated
- prefabricated board
- tension rib
- pieces
- wall
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Abstract
The utility model discloses a kind of composite plate shear wall structure, including two pieces of prefabricated boards, some whole pour in prefabricated board and vertical interlaced arrangement horizontal, longitudinal wall status cloth muscle, and some pre- be embedded in the tension rib for stretching out in prefabricated board and from the medial surface of prefabricated board；Tension rib on different prefabricated boards is corresponded to and shifted to install two-by-two, and lateral being inserted in of tension rib that two correspondences are shifted to install is cracked in thin-wall steel tube, and the both ends of the flat thin-wall steel tube that cracks are pressed from both sides after being inserted in, the poured in place concrete layer between two pieces of prefabricated boards；The utility model has the advantage of, tension rib is set between two pieces of prefabricated boards and substitutes lattice reinforcing bar of the prior art, press from both sides flat with thin-wall steel tube two of cracking and fix tension rib two-by-two, so that the pre-erection of overlapping wall（Prefabricated board）Just form overall in factory, on-site consolidation workload is reduced to greatest extent, substantially increase live effect, improve the producing efficiency of overlapping wall and make precision.
Description
Technical field
The utility model belongs to wall technology field, more particularly, to a kind of composite plate shear wall structure.
Background technology
Composite plate shear wall structure refers to superposed type wallboard and superposed type floor, is aided with necessary cast-in-place concrete shearing
The shear wall structure that wall, edge member, beam, plate are collectively forming.Existing superposed type wallboard is by two-layer prefabricated board and lattice steel
Muscle is made, and after in-site installation is in place, casting concrete and the construction measure of regulation is taken in the middle of two-ply, while prefabricated
Overlapped shear wall and edge member bear vertical load and horizontal force jointly by cast-in-place connection, but the existing structure
Globality is weak between superposed type wallboard lamination, between interlayer and edge member connect indirect, during live formwork form removal process took
Between it is many.
The content of the invention
The utility model purpose is：One kind is provided to be intended to improve two-layer prefabricated board shaping efficiency, improve two-layer prefabricated board it
Between connection, connection and interlayer connection between prefabricated board and edge member, improve its bearing capacity, reduce work on the spot, improve
The composite plate shear wall structure of wall board forming efficiency and industrialization degree.
The technical solution of the utility model is：A kind of composite plate shear wall structure, including two pieces of prefabricated boards, some whole
Pour in prefabricated board and vertical interlaced arrangement horizontal, longitudinal wall status cloth muscle, and some it is pre- be embedded in prefabricated board and
From the tension rib that the medial surface of prefabricated board stretches out；Tension rib on different prefabricated boards is corresponded to and shifted to install two-by-two, and two
Lateral being inserted in of tension rib that correspondence is shifted to install is cracked in thin-wall steel tube, and the two ends of the flat thin-wall steel tube that cracks are pressed from both sides after being inserted in
Portion, the poured in place concrete layer between two pieces of prefabricated boards.
As preferred technical scheme, several grooves are provided with the prefabricated board medial surface.
Used as preferred technical scheme, the horizontal wall status cloth muscle anchors into edge member, the edge member with it is prefabricated
Plate is fixed by horizontal wall status cloth muscle spot welding, edge member steel reinforcement cage prefabrication, and whole Transporting is arrived after being fixed with prefabricated board
Building site, then integral hoisting is in place, and edge member template uses typified form, template fixing hole to be reserved on prefabricated board in factory.
Used as preferred technical scheme, prefabricated board, and its extension are extended two in longitudinal wall status cloth muscle two ends
Intersect between block prefabricated board after bending and extended in parallel with prefabricated board.
Used as preferred technical scheme, the tension rib is located at the intersection of horizontal, longitudinal wall status cloth muscle, and catches on horizontal stroke
To, longitudinal wall status cloth muscle.
Used as preferred technical scheme, the prefabricated plate thickness is 20-100mm, and two pieces of prefabricated board spacing are 50-300mm.
Used as preferred technical scheme, the groove is shaped as circular or polygon.
The utility model installation steps are as follows：Two pieces of prefabricated boards make respectively, using shear wall steel bar stress（It is horizontal, vertical
To wall status cloth muscle）As arrangement of reinforcement in prefabricated board, template principal rod is doubled as while as shear wall steel bar stress, if pre-buried
Tension rib stretches out from the medial surface of prefabricated board（Tension rib is corresponded to and shifted to install in plane two-by-two）, two pieces of prefabricated boards are in factory
Relative position is fixed, tension rib pre-buried in two pieces of prefabricated boards is reclined two-by-two, the thin-wall steel tube that will crack is inserted in two tension ribs
Outside, flat thin-wall steel tube two ends of cracking are pressed from both sides with special equipment, fix two tension ribs, so that two pieces of making of prefabricated board are completed, most
The poured in place concrete layer between two pieces of prefabricated boards afterwards, after the concrete that pours floor absolute altitude following provisions should be poured onto when pouring
Suspend at distance, part concrete is poured less and whole with the rear pouring concrete of next level should be poured, be both overlapping wall section interlayer reinforcing bar（It is vertical
To wall status cloth muscle extension）Anchoring slot milling, can improve interlayer overlapping wall section power transmission again, improve structural integrity.
The utility model has the advantages that：
1. the utility model sets tension rib between two pieces of prefabricated boards and substitutes lattice reinforcing bar of the prior art, thin with cracking
Wall steel pipe two folder is flat and fixes tension rib two-by-two, so that the pre-erection of overlapping wall（Prefabricated board）Just formed in factory
It is overall, on-site consolidation workload is reduced to greatest extent, substantially increase live effect, improve the entirety of overlapping wall
Property, producing efficiency and make precision；
2. the utility model uses groove on the inside of prefabricated board（Circular or polygonal grooves）One-shot forming technique, cancels existing
There is " plucking " technique in technology, both strengthened composite wallboard pre-erection（Prefabricated board）With the entirety of rear pouring concrete part
Property, make power transmission relatively reliable, production efficiency is improve again；
3. the utility model needs longitudinal wall status cloth muscle to stretch out the upper and lower ends of prefabricated board by design, anchors into neighbouring
In two pieces of prefabricated boards of layer wall, the connection reliability between overlapped shear wall is substantially increased, improve superposed type wallboard and hold
Loading capability, improves the anti-seismic performance of structure；
4. the utility model transverse direction wall status cloth muscle directly anchors into edge member, edge member steel reinforcement cage prefabrication, and pre-
Making sheet whole Transporting after the spot welding of horizontal wall status cloth muscle is fixed is in place to building site, then integral hoisting, and edge member template is adopted
With typified form, template fixing hole is reserved on prefabricated board in factory, substantially increases the company of overlapped shear wall and surrounding member
Reliability is connect, superposed type wallboard bearing capacity is improve, the anti-seismic performance of structure is improved.
Brief description of the drawings
Below in conjunction with the accompanying drawings and embodiment is further described to the utility model：
Fig. 1 is the utility model structural representation；
Fig. 2 is prefabricated board front view of the present utility model；
Fig. 3 is prefabricated board side view of the present utility model；
Fig. 4 is edge member schematic diagram of the present utility model；
Wherein：1 prefabricated board, 2 horizontal wall status cloth muscles, 3 longitudinal wall status cloth muscles, 4 tension ribs, 5 crack thin-wall steel tube, 6
Concrete layer, 7 grooves, 8 edge members.
Specific embodiment
Embodiment：Shown in reference picture 1-4, a kind of composite plate shear wall structure, including two pieces of prefabricated boards 1, some are whole
Horizontal, the longitudinal wall status cloth muscle 2,3 of and vertical interlaced arrangement interior in prefabricated board 1 is poured, and some are embedded in prefabricated board 1 in advance
The tension rib 4 that interior and from prefabricated board 1 medial surface stretches out；Tension rib 4 on different prefabricated boards 1 is corresponded to and misplaced two-by-two
Set, and lateral being inserted in of tension rib 4 that two correspondences are shifted to install is cracked in thin-wall steel tube 5, and the flat thin-walled that cracks is pressed from both sides after being inserted in
The both ends of steel pipe 5, the poured in place concrete layer 6 between two pieces of prefabricated boards 1.
The utility model is provided with several grooves 7 in the medial surface of prefabricated board 1, and the groove 7 is shaped as circular or polygon,
Groove 7（Circular or polygonal grooves）Using one-shot forming technique, cancel " plucking " technique of the prior art, both strengthened folded
Close wallboard pre-erection（Prefabricated board 1）With the globality of rear pouring concrete part, make power transmission relatively reliable, production effect is improve again
Rate.
Extend prefabricated board 1, and its extension in two pieces of prefabricated boards 1 in longitudinal two ends of wall status cloth muscle 3 of the present utility model
Between intersect after bending and extend in parallel with prefabricated board 1, horizontal wall status cloth muscle 2 anchors into edge member 8, edge member 8 with it is pre-
Making sheet 1 is fixed by the spot welding of horizontal wall status cloth muscle 2, and the steel reinforcement cage prefabrication of edge member 8 is overall after being fixed with prefabricated board 1
Transport to building site, then integral hoisting is in place, the template of edge member 8 uses typified form, template fixing hole to be reserved in factory pre-
In making sheet 1；Substantially increase between overlapped shear wall and the connection reliability with surrounding member, improve the carrying of superposed type wallboard
Ability, improves the anti-seismic performance of structure, and tension rib 4 is located at the intersection of horizontal, longitudinal wall status cloth muscle 2,3, and catches on horizontal stroke
To, longitudinal wall status cloth muscle 2,3, bonding strength is further improved.
The thickness of prefabricated board of the present utility model 1 is 20-100mm, and two pieces of spacing of prefabricated board 1 are 50-300mm.
The utility model installation steps are as follows：Two pieces of prefabricated boards 1 make respectively, using shear wall steel bar stress（It is horizontal, vertical
To wall status cloth muscle 2,3）As arrangement of reinforcement in prefabricated board, template principal rod is doubled as while as shear wall steel bar stress, if
Pre-buried tie bar 4 stretches out from the medial surface of prefabricated board（Tension rib 4 is corresponded to and shifted to install in plane two-by-two）, two pieces of prefabricated boards 1
Relative position is fixed in factory, tension rib 4 pre-buried in two pieces of prefabricated boards 1 is reclined two-by-two, will crack 5 sets of thin-wall steel tube
Enter the outside of two tension rib 4, the flat two ends of thin-wall steel tube 5 of cracking are pressed from both sides with special equipment, fix two tension ribs 4, so as to complete two pieces in advance
The making of making sheet 1, the last poured in place concrete layer 6 between two pieces of prefabricated boards 1, after the concrete that pours should be poured onto when pouring
Suspend at floor absolute altitude following provisions distance, part concrete is poured less and whole with the rear pouring concrete of next level should be poured, be both folded
Close wall section interlayer reinforcing bar（Longitudinal extension of wall status cloth muscle 3）Anchoring slot milling, can improve interlayer overlapping wall section power transmission again,
Improve structural integrity.
Above-described embodiment only to illustrate technology design of the present utility model and feature, technique is familiar with its object is to allow
Personage will appreciate that content of the present utility model and implement according to this, protection domain of the present utility model can not be limited with this.
All equivalent change or modifications made according to the utility model Spirit Essence, should all cover protection domain of the present utility model it
It is interior.
Claims (7)
1. a kind of composite plate shear wall structure, it is characterised in that including two pieces of prefabricated boards（1）, some whole to pour in prefabricated board
（1）Horizontal, the longitudinal wall status cloth muscle of interior and vertical interlaced arrangement（2、3）, and some be embedded in prefabricated board in advance（1）It is interior and
From prefabricated board（1）The tension rib that stretches out of medial surface（4）；Positioned at different prefabricated boards（1）On tension rib（4）Correspond to two-by-two and wrong
Position is set, and the tension rib that two correspondences are shifted to install（4）Laterally it is inserted in the thin-wall steel tube that cracks（5）It is interior, and flat opening is pressed from both sides after being inserted in
Seam thin-wall steel tube（5）Both ends, in two pieces of prefabricated boards（1）Between poured in place concrete layer（6）.
2. composite plate shear wall structure according to claim 1, it is characterised in that in the prefabricated board（1）Medial surface
It is provided with several grooves（7）.
3. composite plate shear wall structure according to claim 1, it is characterised in that the horizontal wall status cloth muscle（2）
Anchor into edge member（8）, the edge member（8）With prefabricated board（1）By horizontal wall status cloth muscle（2）Spot welding is fixed.
4. composite plate shear wall structure according to claim 1, it is characterised in that longitudinal wall status cloth muscle（3）
Extend prefabricated board in two ends（1）, and its extension is in two pieces of prefabricated boards（1）Between intersect bending after and and prefabricated board（1）It is parallel
Extend.
5. composite plate shear wall structure according to claim 1, it is characterised in that the tension rib（4）Located at laterally,
Longitudinal wall status cloth muscle（2、3）Intersection.
6. composite plate shear wall structure according to claim 1, it is characterised in that the prefabricated board（1）Thickness is 20-
100mm, two pieces of prefabricated boards（1）Spacing is 50-300mm.
7. composite plate shear wall structure according to claim 2, it is characterised in that the groove（7）Be shaped as circle
Shape or polygon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621181233.7U CN206205217U (en) | 2016-11-03 | 2016-11-03 | A kind of composite plate shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621181233.7U CN206205217U (en) | 2016-11-03 | 2016-11-03 | A kind of composite plate shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206205217U true CN206205217U (en) | 2017-05-31 |
Family
ID=58757768
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621181233.7U Withdrawn - After Issue CN206205217U (en) | 2016-11-03 | 2016-11-03 | A kind of composite plate shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206205217U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368353A (en) * | 2016-11-03 | 2017-02-01 | 苏州设计研究院股份有限公司 | Coinciding plate type shear wall structure |
-
2016
- 2016-11-03 CN CN201621181233.7U patent/CN206205217U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368353A (en) * | 2016-11-03 | 2017-02-01 | 苏州设计研究院股份有限公司 | Coinciding plate type shear wall structure |
| CN106368353B (en) * | 2016-11-03 | 2019-03-15 | 启迪设计集团股份有限公司 | A kind of composite plate shear wall structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee after: Design group Limited by Share Ltd Address before: 215021 Suzhou Industrial Park, Jiangsu Xinghai street, No. 9 Patentee before: Suzhou Institute of Architectural Design Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170531 Effective date of abandoning: 20190315 |
|
| AV01 | Patent right actively abandoned |