CN210597766U - Assembled concrete shear force wall coincide structure - Google Patents
Assembled concrete shear force wall coincide structure Download PDFInfo
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- CN210597766U CN210597766U CN201921318901.XU CN201921318901U CN210597766U CN 210597766 U CN210597766 U CN 210597766U CN 201921318901 U CN201921318901 U CN 201921318901U CN 210597766 U CN210597766 U CN 210597766U
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- leaf wall
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Abstract
The utility model provides an assembled concrete shear wall superimposed structure, which relates to the technical field of buildings, and comprises an inner leaf wall and an outer leaf wall, wherein one side of the inner leaf wall and the outer leaf wall, which is close to each other, is respectively fixed with a left right-angle steel plate and a right-angle steel plate, the left right-angle steel plate is tightly attached to the top of the right-angle steel plate, the inner parts of the left right-angle steel plate and the right-angle steel plate are both provided with connecting holes, and connecting bolts are inserted in the connecting holes, the assembled concrete shear wall superimposed structure, the close attachment of the left right-angle steel plate and the right-angle steel plate is helpful to ensure that the inner leaf wall and the outer leaf wall are in a horizontal state, the steps of measuring and correcting workers are reduced, the mounting efficiency is improved, the connecting bolts are fixed in different connecting holes, and the combined length of the left right-angle steel plate and the right-angle steel plate can, therefore, the distance between the inner leaf wall and the outer leaf wall is controlled, and the application range is wide.
Description
Technical Field
The utility model relates to a building technical field specifically is an assembled concrete shear force wall superimposed structure.
Background
The assembled building is produced by factory building components, and is assembled into a building on site, the double-face superposed shear wall is commonly called a double-skin wall and is formed by connecting an inner leaf wall and an outer leaf wall through truss steel bars or other modes, a middle cavity is used for casting concrete on site, the inner leaf wall and the outer leaf wall are not only templates of a shear wall structure building but also stress components of a wall body, the thickness of the inner leaf wall and the outer leaf wall is about sixty millimeters, the thickness of the cavity is about one hundred to three hundred millimeters, the combined double-face superposed shear wall and the inner leaf wall and the outer leaf wall are tightly connected through the truss steel bars or bolts and the like, and can form a whole with cavity cast-in-place concrete, the common stress is realized, the existing shear wall is inconvenient to install and operate, and meanwhile, workers need to ensure that the inner leaf.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Not enough to prior art, the utility model provides an assembled concrete shear force wall superimposed structure has solved current shear force wall installation operation inconvenience, and the workman need guarantee simultaneously that interior outer page or leaf wall needs the level to place can install complex operation's problem.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides an assembled concrete shear force wall coincide structure, includes interior page or leaf wall and outer page or leaf wall, one side that interior page or leaf wall and outer page or leaf wall are close to each other is fixed with left right-angle steel sheet and right-angle steel sheet respectively, left side right-angle steel sheet is hugged closely in the top of right-angle steel sheet, the connecting hole has all been seted up to the inside of left side right-angle steel sheet and right-angle steel sheet, and pegs graft in the inside of connecting hole has connecting bolt, the outer wall welding of left side right-angle steel sheet has the side lever, the side channel with side lever looks adaptation is seted up to the lateral wall of right-angle steel.
Further, be connected with horizontal reinforcing bar and vertical reinforcing bar between interior page or leaf wall and the outer page or leaf wall, and horizontal reinforcing bar and vertical reinforcement become the steel reinforcement cage, the go-between has all been welded at the top of left side right angle steel sheet and right angle steel sheet, and the go-between passes through iron wire and vertical reinforcement.
Furthermore, the hair side has all been seted up to one side that interior page or leaf wall and outer page or leaf wall are close to each other, and the hair side inner wall is the arris horn shape.
Furthermore, the fixing bolts are inserted into the side, close to each other, of the inner leaf wall and the outer leaf wall, and the geogrid is fixed to the side, close to each other, of the inner leaf wall and the outer leaf wall through the fixing bolts.
Furthermore, the inside of interior page or leaf wall and outer page or leaf wall all is fixed with the steel sheet of connecting, left right-angle steel board and right-angle steel plate insert respectively inside and the steel sheet welding of connecting of interior page or leaf wall and outer page or leaf wall.
(III) advantageous effects
The utility model provides an assembled concrete shear force wall superimposed structure. The method has the following beneficial effects:
1. this assembled concrete shear force wall superimposed structure, the inseparable laminating of left right angle steel sheet and right angle steel sheet helps guaranteeing that interior page or leaf wall and outer page or leaf wall are in the horizontality, has reduced the workman and has measured the step of correcting, helps improving the installation effectiveness, fixes connecting bolt inside the connecting hole of difference, and adjustable left right angle steel sheet and right angle steel sheet's merger length to the interval between page or leaf wall and the outer page or leaf wall in the control, application scope is extensive.
2. The assembly type concrete shear wall composite structure has the advantages that the transverse steel bars and the longitudinal steel bars are easy and convenient to install and operate, the plasticity and the toughness of the shear wall are improved, the deformation resistance and the compressive strength of the shear wall are greatly improved, and the stability of newly cast concrete is improved by the rough surface and the geogrid.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view of A in FIG. 1;
FIG. 3 is a schematic structural view of the left right-angle steel plate and the right-angle steel plate of the present invention when they are connected;
fig. 4 is a schematic structural diagram of the connecting steel plate of the present invention.
In the figure: 1 inner leaf wall, 2 outer leaf walls, 3 left right-angle steel plates, 4 right-angle steel plates, 5 connecting holes, 6 connecting bolts, 7 side rods, 8 side grooves, 9 transverse steel bars, 10 longitudinal steel bars, 11 connecting rings, 12 fixing bolts, 13 geogrids, 14 rough surfaces and 15 connecting steel plates.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model provides an assembled concrete shear wall superimposed structure, as shown in figure 1-4, including interior page or leaf wall 1 and outer page or leaf wall 2, the one side that interior page or leaf wall 1 and outer page or leaf wall 2 are close to each other is fixed with left right angle steel sheet 3 and right angle steel sheet 4 respectively, left right angle steel sheet 3 and right angle steel sheet 4 are respectively perpendicular with interior page or leaf wall 1 and outer page or leaf wall 2, left angle steel sheet 3 hugs closely in the top of right angle steel sheet 4, the inside of left right angle steel sheet 3 and right angle steel sheet 4 has all seted up connecting hole 5, and the inside of connecting hole 5 is pegged graft and has connecting bolt 6, the outer wall welding of left angle steel sheet 3 has side lever 7, the lateral wall of right angle steel sheet 4 has the side slot 8 that adapts to side lever 7, only need to respectively laminate left angle steel sheet 3 of the lateral wall of interior page or leaf wall 1 with right angle steel sheet 4 of outer page or leaf wall 2 lateral wall during the installation, and can accomplish the installation through connecting bolt 6 passes through, closely laminating of left right-angle steel sheet 3 and right-angle steel sheet 4 helps guaranteeing that interior page or leaf wall 1 is in the horizontality with outer page or leaf wall 2, has reduced the step that the workman measured the correction, helps improving the installation effectiveness, fixes connecting bolt 6 inside connecting hole 5 of difference, and adjustable left right-angle steel sheet 3 and right-angle steel sheet 4's merger length to the interval between page or leaf wall 1 and the outer page or leaf wall 2 in the control, application scope is extensive.
Wherein, be connected with horizontal reinforcing bar 9 and longitudinal reinforcement 10 between interior page or leaf wall 1 and the outer page or leaf wall 2, and horizontal reinforcing bar 9 and longitudinal reinforcement 10 ligature become the steel reinforcement cage, go-between 11 has all been welded at the top of left right angle steel sheet 3 and right angle steel sheet 4, and go-between 11 passes through iron wire and longitudinal reinforcement 10 ligature, horizontal reinforcing bar 9 and longitudinal reinforcement 10 can improve the plasticity and the toughness property of this shear force wall, the resistance to deformation ability and the compressive strength of shear force wall have been improved greatly, the fixed easy operation of steel reinforcement cage is convenient simultaneously.
Wherein, the matte 14 has all been seted up to one side that interior page or leaf wall 1 and outer page or leaf wall 2 are close to each other, and the 14 inner walls of matte are the angularity, and matte 14 has increased the area of contact between newly-poured concrete and interior page or leaf wall 1 and the outer page or leaf wall 2, improves the stability of connecting.
Wherein, the one side that interior page or leaf wall 1 and outer page or leaf wall 2 are close to each other all pegs graft and have fixing bolt 12, and the one side that interior page or leaf wall 1 and outer page or leaf wall 2 are close to each other is fixed with geogrid 13 through fixing bolt 12, and geogrid 13 further improves the fixed stability of newly-poured concrete.
Wherein, the inside of interior page or leaf wall 1 and outer page or leaf wall 2 all is fixed with steel connection plate 15, and left right angle steel sheet 3 and right angle steel sheet 4 insert respectively interior page or leaf wall 1 and outer page or leaf wall 2 inside and steel connection plate 15 welding, and steel connection plate 15 improves the stability that left right angle steel sheet 3 and right angle steel sheet 4 are fixed.
The working principle is as follows: during installation, the left right-angle steel plate 3 of the side wall of the inner leaf wall 1 and the right-angle steel plate 4 of the side wall of the outer leaf wall 2 are firstly attached respectively, the left right-angle steel plate 3 and the right-angle steel plate 4 penetrate through the connecting holes 5 through the connecting bolts 6 to be installed, the close attachment of the left right-angle steel plate 3 and the right-angle steel plate 4 helps to ensure that the inner leaf wall 1 and the outer leaf wall 2 are in a horizontal state, the steps of worker measurement and correction are reduced, the installation efficiency is improved, the connecting bolts 6 are fixed inside the different connecting holes 5, the combination length of the left right-angle steel plate 3 and the right-angle steel plate 4 can be adjusted, the distance between the inner leaf wall 1 and the outer leaf wall 2 is controlled, the application range is wide, the transverse reinforcing steel bars 9 and the longitudinal reinforcing steel bars 10 are bound into a reinforcing cage.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an assembled concrete shear force wall coincide structure, its characterized in that, includes interior page or leaf wall (1) and outer page or leaf wall (2), one side that interior page or leaf wall (1) and outer page or leaf wall (2) are close to each other is fixed with left right angle steel sheet (3) and right angle steel sheet (4) respectively, left side angle steel sheet (3) are hugged closely in the top of right angle steel sheet (4), connecting hole (5) have all been seted up to the inside of left side angle steel sheet (3) and right angle steel sheet (4), and the inside grafting of connecting hole (5) has connecting bolt (6), the outer wall welding of left side angle steel sheet (3) has side lever (7), side groove (8) with side lever (7) looks adaptation are seted up to the lateral wall of right angle steel sheet (4).
2. An assembled concrete shear wall composite structure according to claim 1, wherein: interior page or leaf wall (1) and outer page or leaf wall (2) between be connected with horizontal reinforcing bar (9) and longitudinal reinforcement (10), and horizontal reinforcing bar (9) and longitudinal reinforcement (10) ligature become the steel reinforcement cage, go up the top of left side right angle steel sheet (3) and right side right angle steel sheet (4) and all weld go-between (11), and go-between (11) through iron wire and longitudinal reinforcement (10) ligature.
3. An assembled concrete shear wall composite structure according to claim 1, wherein: inside page or leaf wall (1) and outer page or leaf wall (2) one side that is close to each other all seted up matte (14), and matte (14) inner wall is the arris horn shape.
4. An assembled concrete shear wall composite structure according to claim 1, wherein: fixing bolts (12) are inserted into one side, close to each other, of the inner leaf wall (1) and the outer leaf wall (2), and geogrids (13) are fixed to one side, close to each other, of the inner leaf wall (1) and the outer leaf wall (2) through the fixing bolts (12).
5. An assembled concrete shear wall composite structure according to claim 1, wherein: the inside of interior page or leaf wall (1) and outer page or leaf wall (2) all is fixed with connecting plate (15), left side right angle steel sheet (3) and right angle steel sheet (4) insert respectively interior page or leaf wall (1) and the inside and the welding of connecting plate (15) of outer page or leaf wall (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921318901.XU CN210597766U (en) | 2019-08-07 | 2019-08-07 | Assembled concrete shear force wall coincide structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921318901.XU CN210597766U (en) | 2019-08-07 | 2019-08-07 | Assembled concrete shear force wall coincide structure |
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| Publication Number | Publication Date |
|---|---|
| CN210597766U true CN210597766U (en) | 2020-05-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921318901.XU Expired - Fee Related CN210597766U (en) | 2019-08-07 | 2019-08-07 | Assembled concrete shear force wall coincide structure |
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| CN (1) | CN210597766U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705972A (en) * | 2020-06-22 | 2020-09-25 | 舒长青 | Disassembly-free color plastic building template and use method thereof |
-
2019
- 2019-08-07 CN CN201921318901.XU patent/CN210597766U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705972A (en) * | 2020-06-22 | 2020-09-25 | 舒长青 | Disassembly-free color plastic building template and use method thereof |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200522 Termination date: 20210807 |
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| CF01 | Termination of patent right due to non-payment of annual fee |