CN218149077U - Reinforced concrete shear wall - Google Patents
Reinforced concrete shear wall Download PDFInfo
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- CN218149077U CN218149077U CN202222511013.8U CN202222511013U CN218149077U CN 218149077 U CN218149077 U CN 218149077U CN 202222511013 U CN202222511013 U CN 202222511013U CN 218149077 U CN218149077 U CN 218149077U
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- reinforced concrete
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 15
- 239000004567 concrete Substances 0.000 claims abstract description 17
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 14
- 238000005192 partition Methods 0.000 claims description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 23
- 238000000034 method Methods 0.000 description 10
- 230000002787 reinforcement Effects 0.000 description 5
- 238000005034 decoration Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000005484 gravity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
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Abstract
The utility model belongs to the technical field of the structure wall, concretely relates to reinforced concrete shear force wall, including shear force concrete wall, shear force concrete wall's the fixed main frame pole that is provided with of inside equidistance, the main frame pole is vertical state and parallel of each other, and is adjacent equidistance assembly connection has the horizontal frame pole between the main frame pole, the horizontal frame pole all with the main frame pole is perpendicular mutually and parallel of each other, each vertical row the middle of horizontal frame pole all runs through the equipment and has indulged the frame hack lever. The utility model discloses can accomplish the equipment work of the inside framework of shear force concrete wall body fast, save the operation of frequent ligature reinforcing bar, save the preparation time of wallboard greatly, in addition, utilize the mode of indulging the frame pole and being connected with two mobile jib bodies simultaneously, make and need not use the reinforcing bar to tie up fixedly between the mobile jib body and the mobile jib body.
Description
Technical Field
The utility model belongs to the technical field of the structure wall, concretely relates to reinforced concrete shear force wall.
Background
Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action and prevent the structures from being sheared and damaged, and are also known as earthquake-resistant walls which are generally made of reinforced concrete.
The problems existing in the prior art are as follows:
the manufacturing process of the traditional shear wall comprises the steps of laying all reinforcing steel bars at equal intervals, transversely laying all the reinforcing steel bars at equal intervals, and binding the connecting points of the vertical reinforcing steel bars one by one.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a reinforced concrete shear force wall can accomplish the equipment work of the inside framework of shear force concrete wall body fast, saves the operation of frequent ligature reinforcing bar, saves the preparation time of wallboard greatly, in addition, utilizes the mode that vertical frame pole is connected with two mobile jib bodies simultaneously, makes between the mobile jib body and the mobile jib body need not use the reinforcing bar to tie up fixedly.
The utility model discloses the technical scheme who takes specifically as follows:
a reinforced concrete shear wall comprises a shear concrete wall body, main frame rods are fixedly arranged in the shear concrete wall body at equal intervals, the main frame rods are vertical and parallel to each other, transverse frame rods are assembled and connected between every two adjacent main frame rods at equal intervals, the transverse frame rods are perpendicular to the main frame rods and parallel to each other, and a longitudinal frame rod penetrates through the middle of each longitudinal transverse frame rod;
the horizontal frame pole is provided with a plurality of groups, and is a set of horizontal frame pole is inside to set up the principal part of a body including two symmetries, the centre of the principal part of a body has been seted up and has been erected the groove, lie in the middle of the principal part of a body erect the groove end and have seted up the cross slot, both sides homogeneous style is provided with the fishplate bar about the both ends of the principal part of a body, two adjacent be provided with the picture peg groove between the fishplate bar.
The upper part and the lower part of one side of the main rod body are both provided with plate grooves, and two ends of the main rod body are both provided with a second reinforcing steel bar hole penetrating through the connecting plate.
The main frame pole includes that the cross shape is the cross rigid rod of "cross", the rigid rod surface equidistance of cross is fixed and is provided with the baffle, reinforcing bar hole one has all been seted up to the four corners of baffle.
The quarter corner of baffle is embedded in the inside of picture peg groove, and two the fishplate bar is laminated respectively the upper and lower surface of baffle, reinforcing bar hole one with reinforcing bar hole two corresponds and inside run through and has inserted the grafting reinforcing bar.
The transverse rod bodies are symmetrically and fixedly arranged at two ends of the longitudinal rod body.
The longitudinal rod body penetrates through the vertical grooves, the transverse rod body penetrates through the transverse grooves, and the combination of one vertical groove and one transverse groove is half of the cross section of the longitudinal frame rod.
Two perpendicular concatenations the fishplate bar of its one end of mobile jib body comprises two internal connection boards or two outer fishplate bars respectively, and two the internal connection board inserts two the inboard of outer fishplate bar, the internal connection board with the thickness of outer fishplate bar is half of the fishplate bar.
The utility model discloses the technological effect who gains does:
(1) The utility model discloses, when producing the shear force concrete wall body, lay the main frame pole according to size equidistance earlier, make the main jib body and main frame pole mutually perpendicular and utilize the grafting reinforcing bar to fix again, and at last, two adjacent main jib bodies are connected in the interlude of the vertical pole body of recycling, realize the horizontal frame pole and be connected of vertical frame pole, this process, can accomplish the equipment work of shear force concrete wall body internal framework fast, compare in the mode of traditional ligature reinforcing bar, this process is laborsaving more fast, save the operation of frequent ligature reinforcing bar, save the preparation time of wallboard greatly.
(2) The utility model discloses, when two mobile jib bodies symmetry concatenations, two perpendicular grooves will align, will indulge frame pole and two mobile jib bodies and peg graft mutually afterwards, and the in-process, the vertical pole body will run through perpendicular groove, and the horizontal pole body will run through the cross slot, and this grafting mode not only can accomplish horizontal frame pole and indulge frame hack lever connection, still can play the effect of connecting two mobile jib bodies, and it is fixed to need not use the reinforcing bar to tie up between messenger's mobile jib body and the mobile jib body.
Drawings
Fig. 1 is an internal structural view of a shear concrete wall provided in an embodiment of the present invention;
fig. 2 is an exploded assembly view of the main frame bar and the cross frame bar provided in an embodiment of the present invention;
fig. 3 is a block diagram of a single cross frame bar provided by an embodiment of the present invention;
fig. 4 is a splicing structure diagram of two horizontal frame rods according to an embodiment of the present invention.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a shear concrete wall; 2. a main frame bar; 201. a cross steel bar; 202. a partition plate; 203. inserting reinforcing steel bars; 3. a horizontal frame bar; 301. a main rod body; 302. a plate groove; 303. a vertical slot; 304. a transverse groove; 305. connecting a plate; 3051. an inner connecting plate; 3052. an outer connecting plate; 306. a board inserting groove; 307. a second reinforcing steel bar hole; 4. a longitudinal frame bar; 401. a longitudinal rod body; 402. a cross bar body.
Detailed Description
In order to make the objects and advantages of the present invention more apparent, the present invention will be described in detail with reference to the following embodiments. It is to be understood that the following text is merely illustrative of one or more specific embodiments of the invention, and is not intended to strictly limit the scope of the claims.
As shown in fig. 1-4, a reinforced concrete shear wall includes a shear concrete wall body 1, main frame rods 2 are fixedly arranged in the shear concrete wall body 1 at equal intervals, the main frame rods 2 are vertical and parallel to each other, cross frame rods 3 are assembled between adjacent main frame rods 2 at equal intervals, the cross frame rods 3 are perpendicular to the main frame rods 2 and parallel to each other, and a longitudinal frame rod 4 is assembled in the middle of each longitudinal cross frame rod 3 in a penetrating manner.
Referring to fig. 2, the main frame bar 2 includes a cross-shaped rigid bar 201 having a cross-sectional shape, partition plates 202 are fixedly disposed on the outer surface of the cross-shaped rigid bar 201 at equal intervals, and reinforcing steel bar holes i are disposed at four corners of each partition plate 202.
Referring to fig. 3, the horizontal frame rods 3 are provided with a plurality of groups, a main rod body 301 is arranged inside a group of horizontal frame rods 3 and comprises two symmetries, a vertical groove 303 is formed in the middle of the main rod body 301, a horizontal groove 304 is formed in the middle of the main rod body 301 and is positioned at the tail end of the vertical groove 303, connecting plates 305 are arranged on the two ends of the main rod body 301 in a vertical mode, and inserting plate grooves 306 are formed between two adjacent connecting plates 305.
Referring to the drawings, plate slots 302 are formed in the upper and lower portions of one side of the main rod 301, two reinforcing holes 307 penetrating through the connection plates 305 are formed in the two ends of the main rod 301, the quarter corners of the partition plate 202 are embedded into the plate slots 306, the two connection plates 305 are respectively attached to the upper and lower surfaces of the partition plate 202, and the reinforcing holes one correspond to the reinforcing holes two 307, and the insertion bars 203 are inserted into the reinforcing holes one.
According to the above structure, the main frame rods 2 are laid equidistantly according to the size, the main rod bodies 301 are installed in groups, and the main rod bodies 301 are perpendicular to the main frame rods 2, in the process, the quarter corners of the partition plate 202 are embedded into the inserting plate grooves 306, two adjacent connecting plates 305 are respectively attached to the upper surface and the lower surface of the partition plate 202, the first reinforcement hole corresponds to the second reinforcement hole 307, and finally the inserting reinforcement 203 is inserted into the first reinforcement hole and the second reinforcement hole 307, so that the main frame rods 2 and the transverse frame rods 3 can be fixed, wherein the plate grooves 302 can save the manufacturing materials of the main rod bodies 301.
Referring to the drawing, the vertical frame rod 4 is made of i-steel with an i-shaped cross section, the vertical frame rod 4 is assembled by a vertical rod 401 and a horizontal rod 402, the two horizontal rods 402 are symmetrically and fixedly arranged at two ends of the vertical rod 401, the vertical rod 401 penetrates through the vertical groove 303, the horizontal rod 402 penetrates through the horizontal groove 304, and the combination of one vertical groove 303 and one horizontal groove 304 is half of the cross section of the vertical frame rod 4.
According to the above structure, when the two main rods 301 are symmetrically spliced, the two vertical slots 303 are aligned, and then the vertical frame rod 4 is inserted into the two main rods 301, in the process, the vertical rod 401 will penetrate through the vertical slots 303, and the horizontal rod 402 will penetrate through the horizontal slot 304.
Referring to fig. 4, the connection plate 305 of one end of the two vertically spliced main lever bodies 301 is respectively composed of two internal connection plates 3051 or two external connection plates 3052, and the two internal connection plates 3051 are inserted inside the two external connection plates 3052, and the thickness of the internal connection plates 3051 and the external connection plates 3052 is half of that of the connection plate 305.
According to the above structure, when two vertical main rods 301 are connected, the two internal connection plates 3051 at one end of one special main rod 301 are inserted into the two external connection plates 3052 of the other special main rod 301, thereby completing the connection of the two vertical main rods 301.
The utility model discloses a theory of operation does: when the shear concrete wall 1 is produced, the main frame rods 2 are laid at equal intervals according to the size, then the main frame rods 301 are installed in groups two by two, and the main frame rods 301 are perpendicular to the main frame rods 2, in the process, the quarter corners of the partition plate 202 are embedded into the inserting plate grooves 306, at the moment, two adjacent connecting plates 305 are respectively attached to the upper surface and the lower surface of the partition plate 202, the first reinforcing rod hole corresponds to the second reinforcing rod hole 307, and finally the inserting reinforcing rods 203 are inserted into the first reinforcing rod hole and the second reinforcing rod hole 307, so that the main frame rods 2 and the transverse frame rods 3 can be fixed;
when the two main rod bodies 301 are symmetrically spliced, the two vertical grooves 303 are aligned, and then the longitudinal frame rod 4 is spliced with the two main rod bodies 301, in the process, the longitudinal rod body 401 penetrates through the vertical grooves 303, and the transverse rod body 402 penetrates through the transverse groove 304, so that the splicing mode can not only complete the connection of the transverse frame rod 3 and the longitudinal frame rod 4, but also play a role in connecting the two main rod bodies 301, and the main rod bodies 301 do not need to be tied and fixed by using reinforcing steel bars;
when two vertical main rods 301 are connected, the two internal connection plates 3051 at one end of one special main rod 301 are inserted into the two external connection plates 3052 of the other special main rod 301, so as to complete the connection of the two vertical main rods 301.
Above-mentioned process can accomplish the equipment work of 1 inside framework of shear force concrete wall body fast, compares in the mode of traditional ligature reinforcing bar, and this process is laborsaving fast more, saves the operation of frequent ligature reinforcing bar, saves the preparation time of wallboard greatly, and finally, the rethread concreting alright completion shear force concrete wall body 1's preparation.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention. Structures, devices and methods of operation not specifically described or illustrated in the present application are not specifically illustrated or described, but are generally practiced in the art without limitation.
Claims (7)
1. The utility model provides a reinforced concrete shear wall, includes shear force concrete wall body (1), its characterized in that: main frame rods (2) are fixedly arranged in the shear concrete wall body (1) at equal intervals, the main frame rods (2) are in a vertical state and are parallel to each other, transverse frame rods (3) are assembled and connected between every two adjacent main frame rods (2) at equal intervals, the transverse frame rods (3) are perpendicular to the main frame rods (2) and are parallel to each other, and a longitudinal frame rod (4) penetrates through the middle of each longitudinal frame rod (3);
horizontal frame pole (3) are provided with a plurality of groups, and are a set of horizontal frame pole (3) are inside to set up the body of the main pole (301) including two symmetries, erect groove (303) have been seted up in the centre of the body of the main pole (301), the body of the main pole (301) middle position in erect groove (303) end and seted up cross slot (304), both sides homogeneous formula is provided with fishplate bar (305), two adjacent about the both ends of the body of the main pole (301) be provided with picture peg groove (306) between fishplate bar (305).
2. A reinforced concrete shear wall as defined in claim 1, wherein: plate grooves (302) are formed in the upper portion and the lower portion of one side of the main rod body (301), and two reinforcing steel bar holes (307) penetrating through the connection plates (305) are formed in the two ends of the main rod body (301).
3. A reinforced concrete shear wall as defined in claim 2, wherein: the main frame rod (2) comprises cross-shaped rigid rods (201) with cross-shaped cross sections, partition plates (202) are fixedly arranged on the outer surfaces of the cross-shaped rigid rods (201) at equal intervals, and reinforcing steel bar holes I are formed in four corners of each partition plate (202).
4. A reinforced concrete shear wall as claimed in claim 3, wherein: the quarter corner of the partition plate (202) is embedded in the inserting plate groove (306), the two connecting plates (305) are respectively attached to the upper surface and the lower surface of the partition plate (202), the first reinforcing steel bar hole corresponds to the second reinforcing steel bar hole (307), and the inserting reinforcing steel bar (203) penetrates through the inside of the first reinforcing steel bar hole.
5. A reinforced concrete shear wall as claimed in claim 1, wherein: the cross section of the longitudinal frame rod (4) is I-shaped steel, the cross section of the I-shaped steel is I-shaped, the longitudinal frame rod (4) is assembled by a longitudinal rod body (401) and transverse rod bodies (402), and the two transverse rod bodies (402) are symmetrically and fixedly arranged at two ends of the longitudinal rod body (401).
6. A reinforced concrete shear wall as claimed in claim 5, wherein: the vertical rod bodies (401) penetrate through the vertical grooves (303), the transverse rod bodies (402) penetrate through the transverse grooves (304), and the combination of one vertical groove (303) and one transverse groove (304) is half of the cross section of the vertical frame rod (4).
7. A reinforced concrete shear wall as claimed in claim 1, wherein: two perpendicular concatenations fishplate bar (305) of its one end of king-rod body (301) comprise two internal connection board (3051) or two outer fishplate bar (3052) respectively, and two internal connection board (3051) inserts two the inboard of outer fishplate bar (3052), internal connection board (3051) and the thickness of outer fishplate bar (3052) is half of fishplate bar (305).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222511013.8U CN218149077U (en) | 2022-09-22 | 2022-09-22 | Reinforced concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222511013.8U CN218149077U (en) | 2022-09-22 | 2022-09-22 | Reinforced concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218149077U true CN218149077U (en) | 2022-12-27 |
Family
ID=84563378
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222511013.8U Active CN218149077U (en) | 2022-09-22 | 2022-09-22 | Reinforced concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218149077U (en) |
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2022
- 2022-09-22 CN CN202222511013.8U patent/CN218149077U/en active Active
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Effective date of registration: 20240320 Address after: 246500 Beside the People's Government of Gaoling Township, Susong County, Anqing City, Anhui Province Patentee after: Anhui Chiyu Construction Engineering Co.,Ltd. Country or region after: Zhong Guo Address before: Shop 101, Building 1, Erwen Boshiyuan Community, No. 33 Zhengzhi North Road, Chengbei New District, Shencheng Town, Yingshang County, Fuyang City, Anhui Province, 236299 Patentee before: Anhui Chuangqian Construction Engineering Co.,Ltd. Country or region before: Zhong Guo |