CN212336397U - Reinforced concrete wall reinforcement structure - Google Patents

Reinforced concrete wall reinforcement structure Download PDF

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Publication number
CN212336397U
CN212336397U CN202020269939.9U CN202020269939U CN212336397U CN 212336397 U CN212336397 U CN 212336397U CN 202020269939 U CN202020269939 U CN 202020269939U CN 212336397 U CN212336397 U CN 212336397U
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CN
China
Prior art keywords
reinforced concrete
bar net
concrete wall
reinforcing bar
piece
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Expired - Fee Related
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CN202020269939.9U
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Chinese (zh)
Inventor
林丽红
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Luliang University
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Luliang University
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Priority to CN202020269939.9U priority Critical patent/CN212336397U/en
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Abstract

The utility model discloses a reinforced concrete wall muscle structure, including reinforcing bar net piece, fixed establishment and supporting mechanism, the reinforcing bar net piece is provided with two sets ofly altogether, the equal swing joint in reinforcing bar net piece both sides has fixed establishment, the equal swing joint in reinforcing bar net piece bottom has the supporting mechanism. The utility model discloses reinforcing bar net piece can carry out nimble regulation to reinforcing bar net piece's installation position in the use, adjusts the completion back to reinforcing bar net piece simultaneously, can carry out the centre gripping to reinforcing bar net piece and fix, avoids when carrying out concrete placement, and reinforcing bar net piece takes place the displacement to the quality of pouring of reinforced concrete wall has been promoted greatly.

Description

Reinforced concrete wall reinforcement structure
Technical Field
The utility model relates to a construction equipment technical field specifically is a reinforced concrete wall muscle structure.
Background
The reinforced concrete shear wall refers to a piece of reinforced concrete wall body which is arranged in a house structure for the main purpose of bearing horizontal load (and bearing vertical load within a corresponding range at the same time).
In high and super high rise building joints, horizontal loads will play a major role and the building will require great resistance to lateral movement. The lateral displacement resistance of the frame structure is weak, and the mixed structure is only limited to be used in a multi-storey house due to low strength and large self weight of wall materials, so that a new structural system is required to be adopted in high-rise and super-high-rise house structures, namely a shear wall structural system. The shear wall can be divided into a reinforced concrete shear wall, a steel plate shear wall, a steel reinforced concrete shear wall and a reinforced block shear wall according to structural materials. Among them, the reinforced concrete shear wall is most commonly used.
However, the existing reinforced concrete wall bar structure has the following disadvantages in the using process:
1. the installation position of the reinforcing bar net piece can not be adjusted in the use process of the existing reinforced concrete wall rib structure, and meanwhile, after the reinforcing bar net piece is adjusted, the reinforcing bar net piece can not be fixed, so that the reinforcing bar net piece is easy to displace when concrete pouring is carried out, and the pouring quality of a reinforced concrete wall is influenced.
2. The bottom of the reinforcing mesh can not form a whole body for the base layer in the use process of the existing reinforced concrete wall bar structure.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reinforced concrete wall muscle structure to solve current reinforced concrete wall muscle structure among the above-mentioned background art and can't adjust the installation position of reinforcing bar net piece in the use, adjust the reinforcing bar net piece simultaneously and accomplish the back, can't fix, thereby lead to when carrying out concrete placement, lead to reinforcing bar net piece to take place the displacement easily, influence the quality of pouring of reinforced concrete wall.
2. The bottom of a reinforcing mesh sheet of the existing reinforced concrete wall bar structure cannot form a whole body for a base layer in the using process.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reinforced concrete wall muscle structure, including reinforcing bar net piece, fixed establishment and supporting mechanism, the reinforcing bar net piece is provided with two sets ofly altogether, the equal swing joint in reinforcing bar net piece both sides has fixed establishment, the equal swing joint in reinforcing bar net piece bottom has the supporting mechanism.
Preferably, the reinforcing mesh consists of vertical ribs, horizontal ribs, diagonal ribs and connecting ribs, and the vertical ribs, the horizontal ribs, the diagonal ribs and the connecting ribs form the reinforcing mesh.
Preferably, the vertical bars are provided with multiple groups, the vertical bars are connected with transverse bars through binding wires, the transverse bars are provided with multiple groups, the transverse bars are connected with diagonal bars through binding wires, the reinforcing mesh sheets are connected with each other through connecting bars, the structural strength of the reinforcing mesh sheets can be effectively enhanced through the diagonal bars, and the reinforced concrete wall is prevented from deforming when being poured, so that the structural strength of reinforced concrete is influenced, and the pouring quality is improved.
Preferably, fixed establishment comprises sleeve, bracing piece, clamping piece, splint, locking ring, No. two bracing pieces, No. two splint and handle, and fixed establishment is constituteed to sleeve, bracing piece, clamping piece, splint, locking ring, No. two bracing pieces, No. two splint and handle.
Preferably, the sleeve is movably sleeved on the vertical rib, one side of the sleeve is in threaded connection with a first support rod, one end of the first support rod is movably connected with a clamping piece, the clamping piece is located in an inner cavity of the sleeve, the other end of the first support rod is in threaded connection with a first clamping plate, one side of the first clamping plate is movably connected with a locking ring, the inner cavity of the other end of the first clamping plate is in threaded connection with a second support rod, the surface of the second support rod is in threaded connection with a second clamping plate, the other end of the second support rod is integrally formed with a handle, the first support rod pushes the clamping piece to clamp the vertical rib under the action of threads by rotating the first support rod, so that the sleeve can be fixed on the vertical rib, and meanwhile, the first clamping plate can be adjusted according to the inner diameter of a cavity of the template by rotating the first clamping plate, so that the reinforcing mesh is always, avoid when carrying out concrete placement, cause the reinforcing bar to expose, promote the construction quality to the reinforced concrete wall, place reinforcing bar net piece into behind the template cavity, No. two bracing pieces run through the template, and link to each other with splint spiral No. one, can adjust reinforcing bar net piece's installation angle and position simultaneously through the handle, accomplish the back to the position control of reinforcing bar net piece, through No. two splint of rotation, make No. two splint and splint mutually support, can fix reinforcing bar net piece at template cavity inner chamber like this, avoid when carrying out concrete placement, cause the displacement of reinforcing bar net piece, thereby will further promotion to the construction quality of reinforced concrete wall.
Preferably, the supporting mechanism comprises an ejector rod, an ejector plate groove and a base, wherein the ejector rod is movably connected with the ejector plate groove, the base is in threaded connection with the bottom of the ejector rod, the top of the ejector rod is connected with the bottom of a reinforcing mesh through the ejector plate groove, the length of the ejector rod can be adjusted through a rotating base, the ejector rod and the base can be matched with each other, the reinforcing mesh is supported, the base is fixedly embedded in a base layer, and the reinforced concrete wall and the base layer can form a whole under the action of the supporting mechanism, so that the structural strength of the reinforced concrete wall can be further improved.
The utility model provides a reinforced concrete wall muscle structure possesses following beneficial effect:
(1) the utility model can lead the first support rod to push the clamping piece to clamp the vertical bar under the action of the screw thread by rotating the first support rod, thereby fixing the sleeve on the vertical bar, and simultaneously lead the first clamping plate to be adjusted according to the inner diameter of the template cavity, so that when the reinforcing mesh is placed, the reinforcing mesh is always positioned at the central position of the template cavity, thereby avoiding exposing the reinforcing bar when concreting is carried out, improving the building quality of the reinforced concrete wall, leading the reinforcing mesh to penetrate the template after being placed into the template cavity, leading the second support rod to penetrate the template and to be spirally connected with the first clamping plate, simultaneously leading the installation angle and the position of the reinforcing mesh to be adjusted by the handle, leading the second clamping plate and the first clamping plate to be mutually matched by rotating the second clamping plate after the position adjustment of the reinforcing mesh is finished, thus fixing the reinforcing mesh in the inner cavity of the template cavity, avoid when carrying out concrete placement, cause the displacement of reinforcing bar net piece to further promotion is to the construction quality of reinforced concrete wall.
(2) The utility model discloses the ejector pin top is connected through ejector plate groove and reinforcing bar net piece bottom, can adjust the length of ejector pin through rotating base to accessible ejector pin and base mutually support, support reinforcing bar net piece, wherein the base is fixed to be inlayed in the basic unit, thereby can make reinforced concrete wall and basic unit form a whole under supporting mechanism's the effect, thereby with further promotion reinforced concrete wall's structural strength.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the internal structure of the present invention;
fig. 3 is a schematic structural view of the fixing mechanism of the present invention;
fig. 4 is a schematic structural view of the supporting mechanism of the present invention.
In the figure: 1. reinforcing mesh sheets; 101. erecting ribs; 102. transverse ribs; 103. a diagonal brace; 104. connecting ribs; 2. a fixing mechanism; 201. a sleeve; 202. a first support rod; 203. a clip; 204. a first clamping plate; 205. locking a ring; 206. a second support rod; 207. a second splint; 208. a handle; 3. a support mechanism; 301. a top rod; 302. a roof plate groove; 303. a base.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
As shown in fig. 1-4, the utility model provides a technical solution: the utility model provides a reinforced concrete wall muscle structure, including reinforcing bar net piece 1, fixed establishment 2 and supporting mechanism 3, reinforcing bar net piece 1 is provided with two sets ofly altogether, the equal swing joint in reinforcing bar net piece 1 both sides has fixed establishment 2, the equal swing joint in reinforcing bar net piece 1 bottom has supporting mechanism 3.
The reinforcing mesh 1 is composed of vertical ribs 101, transverse ribs 102, diagonal ribs 103 and connecting ribs 104, and the vertical ribs 101, the transverse ribs 102, the diagonal ribs 103 and the connecting ribs 104 form the reinforcing mesh 1.
Erect muscle 101 and be provided with the multiunit altogether, erect muscle 101 one side all through pricking the horizontal muscle 102 of silk fixedly connected with, horizontal muscle 102 is provided with the multiunit altogether, horizontal muscle 102 one side all is through pricking silk fixedly connected with diagonal draw muscle 103, connect through splice bar 104 between the reinforcing bar net piece 1, can effectively strengthen reinforcing bar net piece 1's structural strength through diagonal draw muscle 103, avoid the reinforced concrete wall to take place to warp when pouring, influence reinforced concrete's structural strength and the quality of pouring.
The fixing mechanism 2 is composed of a sleeve 201, a first support rod 202, a clamping piece 203, a first clamping plate 204, a locking ring 205, a second support rod 206, a second clamping plate 207 and a handle 208, and the sleeve 201, the first support rod 202, the clamping piece 203, the first clamping plate 204, the locking ring 205, the second support rod 206, the second clamping plate 207 and the handle 208 form the fixing mechanism 2.
The sleeve 201 is movably sleeved on the vertical rib 101, one side of the sleeve 201 is in threaded connection with a first support rod 202, one end of the first support rod 202 is in movable connection with a clamping piece 203, the clamping piece 203 is located in an inner cavity of the sleeve 201, the other end of the first support rod 202 is in threaded connection with a first clamping plate 204, one side of the first clamping plate 204 is in movable connection with a locking ring 205, an inner cavity of the other end of the first clamping plate 204 is in threaded connection with a second support rod 206, the surface of the second support rod 206 is in threaded connection with a second clamping plate 207, the other end of the second support rod 206 is integrally formed with a handle 208, the first support rod 202 is rotated to push the clamping piece 203 to clamp the vertical rib 101 under the action of threads, so that the sleeve 201 can be fixed on the vertical rib 101, and meanwhile, the first clamping plate 204 is rotated to adjust the first clamping plate 204 according to, the reinforcing bar net piece 1 is placed in the center of the formwork cavity all the time, the phenomenon that reinforcing bars are exposed when concrete is poured is avoided, the construction quality of a reinforced concrete wall is improved, after the reinforcing bar net piece 1 is placed into the formwork cavity, the second support rod 206 penetrates through the formwork and is spirally connected with the first clamp plate 204, the installation angle and the position of the reinforcing bar net piece 1 can be adjusted through the handle 208, after the position of the reinforcing bar net piece 1 is adjusted, the second clamp plate 207 is rotated to enable the second clamp plate 207 to be matched with the first clamp plate 204, the reinforcing bar net piece 1 can be fixed in the inner cavity of the formwork cavity, the phenomenon that the reinforcing bar net piece 1 is displaced when concrete is poured is avoided, and the construction quality of the reinforced concrete wall is further improved.
The supporting mechanism 3 is composed of a top rod 301, a top plate groove 302 and a base 303, the top of the top rod 301 is movably connected with the top plate groove 302, the bottom of the top rod 301 is in threaded connection with the base 303, the top of the top rod 301 is connected with the bottom of the reinforcing mesh 1 through the top plate groove 302, the length of the top rod 301 can be adjusted through rotating the base 303, so that the reinforcing mesh 1 can be supported through the mutual matching of the top rod 301 and the base 303, the base 303 is fixedly embedded in a base layer, and the reinforced concrete wall and the base layer form a whole under the action of the supporting mechanism 3, so that the structural strength of the reinforced concrete wall is further improved.
It should be noted that, in the reinforced concrete wall bar structure, during operation, the structural strength of the reinforced mesh sheet 1 can be effectively enhanced through the diagonal braces 103, the reinforced concrete wall is prevented from deforming during pouring, the structural strength and the pouring quality of the reinforced concrete are not affected, the first support bar 202 is rotated, the first support bar 202 pushes the clamping piece 203 to clamp the vertical reinforcement 101 under the action of the screw thread, so that the sleeve 201 can be fixed on the vertical reinforcement 101, meanwhile, the first clamping plate 204 is rotated, so that the first clamping plate 204 can be adjusted according to the inner diameter of the formwork cavity, when the reinforced mesh sheet 1 is placed, the reinforced mesh sheet 1 is always located at the center of the formwork cavity, the condition that the reinforcing steel bar is exposed during concrete pouring is avoided, the construction quality of the reinforced concrete wall is improved, after the mesh sheet 1 is placed into the formwork cavity, the second support bar 206 penetrates through the formwork, the steel bar net 1 is fixed in the cavity of the formwork by rotating the second clamp plate 207 after the position of the steel bar net 1 is adjusted, so that the steel bar net 1 is prevented from displacing during concrete pouring, the construction quality of the reinforced concrete wall is further improved, the top of the ejector rod 301 is connected with the bottom of the steel bar net 1 through the ejector plate groove 302, the length of the ejector rod 301 can be adjusted through the rotating base 303, the steel bar net 1 can be supported through the mutual matching of the ejector rod 301 and the base 303, wherein the base 303 is fixedly embedded in a base layer, so that the reinforced concrete wall and the base layer form a whole under the action of the supporting mechanism 3, thereby further improving the structural strength of the reinforced concrete wall.
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 (6)

1. The utility model provides a reinforced concrete wall muscle structure which characterized in that: the reinforced concrete wall reinforcement structure comprises reinforcing steel bar net pieces (1), fixing mechanisms (2) and supporting mechanisms (3), wherein the reinforcing steel bar net pieces (1) are arranged in two groups, the two sides of each reinforcing steel bar net piece (1) are movably connected with the fixing mechanisms (2), and the bottom of each reinforcing steel bar net piece (1) is movably connected with the supporting mechanisms (3).
2. A reinforced concrete wall bar structure as claimed in claim 1, wherein: the reinforcing mesh (1) is composed of vertical ribs (101), transverse ribs (102), diagonal ribs (103) and connecting ribs (104).
3. A reinforced concrete wall bar structure as claimed in claim 2, wherein: the steel bar net is characterized in that multiple groups are arranged on the vertical bars (101), transverse bars (102) are fixedly connected to one side of the vertical bars (101) through binding wires, multiple groups are arranged on the transverse bars (102), diagonal bars (103) are fixedly connected to one side of the transverse bars (102) through binding wires, and the steel bar net pieces (1) are connected through connecting bars (104).
4. A reinforced concrete wall bar structure as claimed in claim 1, wherein: the fixing mechanism (2) is composed of a sleeve (201), a first supporting rod (202), a clamping piece (203), a first clamping plate (204), a locking ring (205), a second supporting rod (206), a second clamping plate (207) and a handle (208).
5. A reinforced concrete wall bar structure according to claim 4, wherein: sleeve (201) activity is cup jointed on erecting muscle (101), the equal threaded connection in sleeve (201) one side has bracing piece (202) No. one, bracing piece (202) one end swing joint has clamping piece (203), and clamping piece (203) all is located sleeve (201) inner chamber, the equal threaded connection in bracing piece (202) other end has splint (204) No. one, splint (204) one side swing joint has locking ring (205), splint (204) other end inner chamber threaded connection has bracing piece (206) No. two, bracing piece (206) surface threaded connection has splint (207) No. two, bracing piece (206) other end integrated into one piece has handle (208).
6. A reinforced concrete wall bar structure as claimed in claim 1, wherein: the supporting mechanism (3) is composed of a top rod (301), a top plate groove (302) and a base (303), the top of the top rod (301) is movably connected with the top plate groove (302), and the bottom of the top rod (301) is in threaded connection with the base (303).
CN202020269939.9U 2020-03-07 2020-03-07 Reinforced concrete wall reinforcement structure Expired - Fee Related CN212336397U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020269939.9U CN212336397U (en) 2020-03-07 2020-03-07 Reinforced concrete wall reinforcement structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020269939.9U CN212336397U (en) 2020-03-07 2020-03-07 Reinforced concrete wall reinforcement structure

Publications (1)

Publication Number Publication Date
CN212336397U true CN212336397U (en) 2021-01-12

Family

ID=74085385

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020269939.9U Expired - Fee Related CN212336397U (en) 2020-03-07 2020-03-07 Reinforced concrete wall reinforcement structure

Country Status (1)

Country Link
CN (1) CN212336397U (en)

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Granted publication date: 20210112