CN208563658U - A kind of prefabricated lattice compound shear wall assembly monomer - Google Patents
A kind of prefabricated lattice compound shear wall assembly monomer Download PDFInfo
- Publication number
- CN208563658U CN208563658U CN201820856207.2U CN201820856207U CN208563658U CN 208563658 U CN208563658 U CN 208563658U CN 201820856207 U CN201820856207 U CN 201820856207U CN 208563658 U CN208563658 U CN 208563658U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- reinforced concrete
- slot hole
- precast reinforced
- monomer
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a kind of prefabricated lattice compound shear wall assembly monomer, including a precast reinforced concrete shear wall ontology, precast reinforced concrete shear wall ontology offers an at least slot hole, the hole in slot hole is vertically downward, supporting member and connecting plate are equipped in slot hole, precast reinforced concrete shear wall body interior is configured with vertical reinforcement and horizontal reinforcement, vertical reinforcement, which extends to outside the both ends of precast reinforced concrete shear wall ontology, forms docking end, and the length for being located at the docking end right above slot hole is L1, the length of other docking ends is L2, and L1 > the L2；And the invention also discloses the connection methods of the assembly monomer.The utility model assembly monomer has the characteristics that self weight is smaller, bearing capacity is high, rigidity is good；And it is convenient reliable to assemble the connection between monomer.
Description
[technical field]
The utility model belongs to field of civil engineering, and in particular to a kind of prefabricated lattice compound shear wall assembly monomer.
[background technique]
Shear wall refers to the wall for the resistance horizontal shear force added in frame structure, to be resisted because of skyscraper
Horizontal shear is mainly seismic, therefore shear wall is also known as seismic structural wall, earthquake resistant wall.
Though traditional reinforced concrete shear wall can effectively reduce sidesway because anti-side rigidity is bigger than normal, ductility compared with
Small, the geological process being subjected in earthquake is big, and damage of building is serious；And the shear wall of fabricated construction because its can energy conservation,
Water-saving, section material, reduces labour's dosage and intensity, can effectively improve construction environment, improve construction quality, thus comparatively by
It is widely applied.And precast reinforced concrete shear wall structure is one of assembled primary structure, the overall structure of the shear wall is
It is formed by connecting by multiple assembly monomers；The connection of precast reinforced concrete shear wall horizontal joint mainly uses sleeve in engineering at present
Grouting connection, this form is more single, cost is higher, site operation quality is affected, stress performance is not clear enough；But such as
Fruit is connected using reserved steel bar, and then casting concrete, then need to reserve concreting mouth in advance, process is more troublesome.
In view of this, developing a kind of assembly monomer, not only have the characteristics that self weight is smaller, bearing capacity is high, rigidity is good,
And can convenient, reliably be attached assembly, be practitioner institute urgently desirably.
[utility model content]
The technical problem to be solved by the utility model is to provide a kind of prefabricated lattice compound shear walls to assemble monomer.
The utility model is to solve above-mentioned technical problem by the following technical programs:
A kind of prefabricated lattice compound shear wall assembly monomer, including a precast reinforced concrete shear wall ontology, it is described pre-
Reinforced concrete shear wall ontology processed offers an at least slot hole, the hole in the slot hole vertically downward, from upper in the slot hole
A plurality of supporting members and the two one-to-one connecting plates of column are successively arranged under, the both ends of the supporting member respectively should with one
Connecting plate connection, the end of the connecting plate defaults on the inner wall in slot hole；On the precast reinforced concrete shear wall ontology
Portion is interconnected；The precast reinforced concrete shear wall body interior is configured with the vertical reinforcement of the spaced and parallel setting of complex root
With the horizontal reinforcement of the spaced and parallel setting of complex root, the vertical reinforcement is mutually perpendicular to horizontal reinforcement, and the vertical reinforcement prolongs
It extends to and forms docking end outside the both ends of precast reinforced concrete shear wall ontology, and be located at the butt end right above slot hole
The length in portion is L1, and the length of other docking ends are L2, and the L1 > L2.
Further, the two corresponding connecting plates are located in same level.
Further, the supporting member is connect by bolt with connecting plate.
Further, the supporting member is steel pipe, steel plate, angle steel or channel steel.
The utility model has the beneficial effects that:
A kind of prefabricated lattice compound shear wall assembly monomer is provided to make it have by the setting in slot hole and supporting member
The feature that self weight is smaller, bearing capacity is high, rigidity is good；And the setting of cooperation docking end, so that the company between assembly monomer
Connecing can be convenient reliable.
[Detailed description of the invention]
The utility model will be further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is a kind of schematic diagram of prefabricated lattice compound shear wall assembly monomer of the utility model.
Fig. 2 is the schematic diagram after a kind of prefabricated lattice compound shear wall assembly monomer connection of the utility model.
Fig. 3 is that schematic diagram when a kind of prefabricated lattice compound shear wall assembly monomer of the utility model connects (does not pour part
It builds).
[specific embodiment]
1 is please referred to, a kind of prefabricated lattice compound shear wall of the utility model assembles monomer 100, including a pre-manufactured steel
Reinforced concrete shear wall ontology 1, the precast reinforced concrete shear wall ontology 1 offer an at least slot hole 2, the slot hole 2
Hole 21 vertically downward, a plurality of supporting members 3 are successively arranged in the slot hole 2 from top to bottom and two column connect correspondingly
Fishplate bar 4, the connecting plate 4 is connect with one respectively at the both ends of the supporting member 3, and the end of the connecting plate 4 defaults in slot hole 2
On inner wall；1 top of precast reinforced concrete shear wall ontology is interconnected；The precast reinforced concrete shear wall ontology
The horizontal reinforcement 6 of 1 the inside vertical reinforcement 5 configured with the spaced and parallel setting of complex root and the spaced and parallel setting of complex root, it is described
Vertical reinforcement 5 is mutually perpendicular to horizontal reinforcement 6, and the vertical reinforcement 5 extends to the two of precast reinforced concrete shear wall ontology 1
The outer length for forming docking end, and being located at the docking end 51b right above slot hole 2 in end is L1, other butt ends
The length of portion 51a is L2, and the L1 > L2.
Wherein, the two corresponding connecting plates 4 are located in same level, so that structure is more compact steady in slot hole 2
Gu；Supporting member 3 is then to be connect by bolt 7 with connecting plate 4, and the supporting member 3 destroyed after calamity can be replaced, and is repaired just
Victory, it is easy to operate；And steel pipe, steel plate, angle steel or channel steel can be selected in supporting member 3；Carbon can be used in supporting member 3, connecting plate 4
Steel, stainless steel or refractory steel are made.
It should be noted that the utility model assembles monomer 100, due in precast reinforced concrete shear wall ontology 1
Fluting hole 2, substantially reduces dead load, so that hoisting difficulty is low in subsequent connection procedure, it is easily operated；Pass through 2 He of slot hole
The setting of supporting member 3 forms lattice compound shear wall, not only has good rigidity and bearing capacity, but also ductility is good；On ground
Under shake effect, supporting member 3 can first be destroyed as the first line of defence, carry out structure according to reasonable failing path, thus
Ensure anti-seismic performance；The vertical reinforcement 5 of stretching i.e. dock end 51a, docking end 51b be capable of providing enough operating spaces into
Row connection.
Fig. 2 and Fig. 3 are please referred to, after above-mentioned prefabricated lattice compound shear wall assembly monomer is made, then its connection
Method specific steps are as follows:
(1), it takes and assembles monomer in the good prefabricated lattice compound shear wall of processing factory's pre-production, and illustrate for convenience,
The prefabricated lattice compound shear wall assembly monomer 100 being located above is upper layer monomer 100a, underlying prefabricated lattice combination
It is then lower layer's monomer 100b that shear wall, which assembles monomer 100,；Then upper layer monomer 100a is sling, and outer lateral support is set and is come temporarily
End is docked in the docking end 51a of the upper layer bottom end monomer 100a and the upper end lower layer monomer 100b by fixed upper layer monomer 100a
51a is aligned and connects (as shown in Figure 2), and binding, welding or mechanical connection can be selected in connection at this；
(2), the upper layer bottom end monomer 100a docking end 51a and the upper end lower layer monomer 100b dock end 51a and
Horizontal reinforcement 6 is arranged in the junction for docking end 51b, binds securely with vertical reinforcement 5；
(3), the junction installation template (not shown) that horizontal reinforcement 6 has been laid in step (2), utilizes the hole in slot hole 2
Mouth 21 is used as and pours mouth 8, pouring concrete (as shown in Figure 3) after filling.
Wherein, using the hole 21 in slot hole 2 as mouth 8 is poured, then mouth or specially treated, operation are poured without pre-buried in advance
Get up convenient and reliable, good integrity.
To sum up, the utility model provides a kind of prefabricated lattice compound shear wall assembly monomer 100, via slot hole 2 and support
The setting of component 3 makes it have the feature smaller, bearing capacity is high, rigidity is good of being self-possessed；And the setting of cooperation docking end,
Enable the connection between assembly monomer 100 convenient reliable；Simultaneously, it discloses specific between the assembly monomer 100
Connection method, entire method process is simple, easily operated and quality of connection is excellent.
Claims (4)
1. a kind of prefabricated lattice compound shear wall assembles monomer, including a precast reinforced concrete shear wall ontology, feature exist
Offer an at least slot hole in: the precast reinforced concrete shear wall ontology, the hole in the slot hole vertically downward, the slot
A plurality of supporting members and the two one-to-one connecting plates of column, the both ends point of the supporting member are successively arranged in hole from top to bottom
The connecting plate is not connect with one, and the end of the connecting plate defaults on the inner wall in slot hole；The prefabricated reinforced concrete shearing
Wall body upper part is interconnected；The precast reinforced concrete shear wall body interior is configured with the spaced and parallel setting of complex root
The horizontal reinforcement of vertical reinforcement and the spaced and parallel setting of complex root, the vertical reinforcement are mutually perpendicular to horizontal reinforcement, described perpendicular
It is extended to reinforcing bar outside the both ends of precast reinforced concrete shear wall ontology and forms docking end, and be located at the institute right above slot hole
The length for stating docking end is L1, and the length of other docking ends are L2, and the L1 > L2.
2. a kind of prefabricated lattice compound shear wall assembles monomer according to claim 1, it is characterised in that: two corresponding institutes
Connecting plate is stated to be located in same level.
3. a kind of prefabricated lattice compound shear wall assembles monomer according to claim 1, it is characterised in that: the supporting member
It is connect by bolt with connecting plate.
4. a kind of prefabricated lattice compound shear wall assembles monomer according to claim 1, it is characterised in that: the supporting member
For steel pipe, steel plate, angle steel or channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820856207.2U CN208563658U (en) | 2018-06-04 | 2018-06-04 | A kind of prefabricated lattice compound shear wall assembly monomer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820856207.2U CN208563658U (en) | 2018-06-04 | 2018-06-04 | A kind of prefabricated lattice compound shear wall assembly monomer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208563658U true CN208563658U (en) | 2019-03-01 |
Family
ID=65485371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820856207.2U Expired - Fee Related CN208563658U (en) | 2018-06-04 | 2018-06-04 | A kind of prefabricated lattice compound shear wall assembly monomer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208563658U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442575A (en) * | 2018-06-04 | 2018-08-24 | 福建工程学院 | A kind of prefabricated lattice compound shear wall assembly monomer and attaching method thereof |
| CN112459287A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Multi-functional precast shear force wall component reinforcing apparatus |
-
2018
- 2018-06-04 CN CN201820856207.2U patent/CN208563658U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442575A (en) * | 2018-06-04 | 2018-08-24 | 福建工程学院 | A kind of prefabricated lattice compound shear wall assembly monomer and attaching method thereof |
| CN112459287A (en) * | 2020-11-27 | 2021-03-09 | 上海宝冶集团有限公司 | Multi-functional precast shear force wall component reinforcing apparatus |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107090925A (en) | Reinforced precast reinforced concrete shear wall, structural system and its construction method | |
| CN103556749A (en) | Suspension type flexible connection for precast concrete infilled wall | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN108412128A (en) | A kind of connection structure of steel core concrete column | |
| CN103711329A (en) | Method for reinforcing structure by means of method of externally attaching steel-reinforced concrete framework | |
| CN107190635A (en) | Concrete-filled steel tube with dumbbell sections assembled pier and the connection structure and method with cushion cap | |
| CN102071747A (en) | Joint of square steel tube concrete column and reinforced concrete floor and production method thereof | |
| CN205712590U (en) | A kind of fabricated shear wall and the attachment structure of Prefabricated concrete-filled steel tube post | |
| CN203487664U (en) | Suspension type flexible connection for precast concrete infilled wall | |
| CN109680835A (en) | A kind of self-bearing type precast concrete wall panel, concrete walls, structural system and engineering method | |
| CN107654021A (en) | A kind of assembling prefabricated reinforced concrete column and assembled combination frame building system | |
| CN110173076A (en) | A kind of no-welding steel core concrete column of high anti-seismic, structural system and its construction method | |
| CN208563658U (en) | A kind of prefabricated lattice compound shear wall assembly monomer | |
| CN207017483U (en) | The full precast shear wall structural system of regenerative steel skeleton | |
| CN207017484U (en) | Reinforced precast reinforced concrete shear wall and structural system | |
| CN210067020U (en) | Sub-structure assembled frame structure | |
| CN214833739U (en) | Novel assembled shear force wall | |
| CN205531016U (en) | Precast concrete post component and connected node | |
| CN113027463B (en) | Suspension type reverse wall working well supporting structure and construction method | |
| CN206769200U (en) | First wear formula post stretching vertical prestressing cast-in-place concrete rod structure | |
| CN110541429B (en) | Energy-consuming bolt type connecting method for connecting concrete prefabricated column and foundation | |
| CN208633272U (en) | A kind of Prefabricated concrete-filled steel tube ring beam connection structure | |
| CN106337512A (en) | The bottom reinforced concrete-filled steel tubular frame high-strength concrete composite shear wall and manufacturing method | |
| CN108729541A (en) | Connect beam type Building block construction method | |
| CN217871021U (en) | Prefabricated concrete beam column node of concrete prefabricated rectangular pipe pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190301 Termination date: 20200604 |