CN211588343U - Processing device for reinforcing S ribs of wall body with brick-concrete structure - Google Patents
Processing device for reinforcing S ribs of wall body with brick-concrete structure Download PDFInfo
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- CN211588343U CN211588343U CN202020134727.XU CN202020134727U CN211588343U CN 211588343 U CN211588343 U CN 211588343U CN 202020134727 U CN202020134727 U CN 202020134727U CN 211588343 U CN211588343 U CN 211588343U
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Abstract
The utility model belongs to the technical field of the reinforced (rfd) technique of brick concrete structure wall body and specifically relates to a processingequipment of brick concrete structure wall body reinforcing S muscle is related to, including setting up telescopic xarm, the rigid coupling between perpendicular muscle and wall body in order to carry out spacing clamping part and set up on telescopic xarm with erecting the muscle and fix the mounting structure on horizontal muscle with telescopic xarm on telescopic xarm. The utility model has the advantages that make things convenient for constructor to reserve the size of coming out on the horizontal muscle of accuse, make the S muscle cover completely under the injection thickness of design, reduce cost guarantees construction quality.
Description
Technical Field
The utility model belongs to the technical field of the reinforced (rfd) technique of brick concrete structure wall body and specifically relates to a processingequipment of brick concrete structure wall body reinforcing S muscle is related to.
Background
The brick-concrete structure wall is a wall built by bricks and mortar, and is widely applied to industrial and civil buildings, and after the brick-concrete structure wall is blown by wind, exposed to the sun and drenched by rain for a long time, the local part of the brick-concrete structure wall can be damaged, so that the original brick-concrete structure wall needs to be reinforced.
The existing reinforcing method is to bind or weld reinforcing steel bars into reinforcing steel bar net sheets, attach the reinforcing steel bar net sheets to two sides of a brick-concrete structure wall, drill holes on the brick-concrete structure wall through a drilling machine, install tie reinforcing steel bars, wherein the tie reinforcing steel bars are L-shaped and comprise vertical bars and horizontal bars, during installation, the horizontal bars penetrate through wall holes to the other end, the vertical bars tension the reinforcing steel bar net sheets on the same side of the vertical bars and are attached to the wall, then design lengths are reserved on the horizontal bars, namely thicknesses of cement mortar layers to be sprayed on two sides of the wall, then the parts penetrating through the wall holes are bent through steel pipes, the tie reinforcing steel bars form S bars, namely two vertical bars and one horizontal bar, then the tie reinforcing steel bars and the reinforcing steel bar net sheets are fixed in a welding mode, finally cement mortar layers are respectively sprayed on two sides of the brick-concrete structure wall through cement spraying equipment, and the surfaces of the brick-concrete structure wall, the reinforcing steel.
The above prior art solutions have the following drawbacks: in the bending process, the thickness of the cement mortar layer to be sprayed is not easy to control, the possibility of leaking the ribs can be caused, and the cement mortar layer can only be continuously sprayed to avoid the rib leakage, so that the cost is increased.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a processingequipment of brick concrete structure wall body reinforcement S muscle, its advantage makes things convenient for constructor to reserve the size of coming out on the horizontal muscle of accuse, makes the S muscle cover completely under the injection thickness of design, and reduce cost guarantees construction quality.
The above technical purpose of the present invention can be achieved by the following technical solutions: the utility model provides a processingequipment of brick concrete structure wall body reinforcing S muscle, is including setting up the telescopic xarm between erecting muscle and wall body, rigid coupling in telescopic xarm one end in order to carry out spacing clamping part and set up on the telescopic xarm in order to fix the mounting structure on horizontal muscle with telescopic xarm to erecting the muscle.
By adopting the technical scheme, during construction, marking is carried out on the transverse ribs according to the thickness requirement of a cement mortar layer, then the telescopic cross arm is fixed on the transverse ribs through the mounting structure, in the fixing process, one end of the telescopic cross arm, which is far away from the clamping part, is abutted against the wall body, then the length of the telescopic cross arm is adjusted, the clamping part is abutted against the vertical ribs, the adjusted length of the telescopic cross arm is twice of the thickness of the cement mortar layer to be sprayed, after the preparation work is finished, the transverse ribs penetrating through the wall hole are bent through the steel pipe to form S ribs, in the bending process, the auxiliary operation can be carried out through other workers, after the bending is finished, the processing device is removed, the transverse ribs are moved according to the marking, the distance between the two vertical ribs and the wall body is the same, at the moment, the distance between each vertical rib and the wall body is the thickness of the cement mortar layer to be sprayed, compared with the, make things convenient for constructor to control the size of reserving out on the horizontal muscle for the cement mortar layer of spraying of wall body both sides just covers the S muscle completely, avoids leaking the muscle, has guaranteed construction quality.
The utility model discloses can further set up to in a preferred example: the telescopic xarm includes fixed pipe and slides and pegs graft in the fixed pipe and one end stretches out the telescopic link of fixed pipe, and the clamping part rigid coupling stretches out the one end of fixed pipe at the telescopic link, and the one end rigid coupling elastic component that fixed pipe is close to the clamping part, and the outside cover of fixed pipe is equipped with the mounting, and when rotating the mounting and cooperating with fixed pipe, the elastic component locks the telescopic link or unclamps.
Through adopting above-mentioned technical scheme, during the adjustment, earlier relieve the locking to the telescopic link through the mounting, then dial out the telescopic link in by the fixed pipe, after the adjustment finishes, rethread mounting cooperatees with fixed pipe, makes the elastic component produce deformation to lock the telescopic link.
The utility model discloses can further set up to in a preferred example: the elastic part is a cylindrical tube and is communicated with the fixed tube, a plurality of notches are formed in one end, far away from the fixed tube, of the elastic part along the axial direction, the notches are circumferentially distributed by taking the axis of the elastic part as the center, elastic pressing plates are formed between adjacent notches, and external threads are formed in the part, close to the fixed tube, of the elastic part;
the mounting is the ring form, its inside be equipped with the elastic component on the external screw thread assorted internal thread, the mounting is close to elastic pressure plate's one end an organic whole is connected with the throat, the internal diameter of throat is less than the internal diameter of elastic component, when mounting and elastic component threaded connection, the inside extrusion elastic pressure plate of throat.
By adopting the technical scheme, during adjustment, the fixing piece is rotated anticlockwise to move away from the clamping part and is gradually separated from the elastic piece, in the separation process, the necking is released from extruding the elastic pressing plate, the elastic pressing plate is restored to a vertical state under the influence of the elasticity of the elastic pressing plate, and at the moment, a worker moves the telescopic rod to enable the overall length of the telescopic cross arm to be twice of the thickness of the cement mortar layer to be sprayed; after the adjustment is finished, the worker rotates the fixing piece clockwise, so that the necking extrusion elastic plate locks and fixes the telescopic rod.
The utility model discloses can further set up to in a preferred example: and anti-skid grains are arranged on the outer wall of the fixing piece.
Through adopting above-mentioned technical scheme, increase the frictional force between finger and the mounting, avoid the in-process of operation to skid.
The utility model discloses can further set up to in a preferred example: a plurality of arc-shaped convex edges are distributed on the inner wall of the elastic pressure plate, and a plurality of annular grooves matched with the arc-shaped convex edges are formed in the outer wall of the telescopic rod at equal intervals.
Through adopting above-mentioned technical scheme, when being locked between telescopic link and the fixed pipe, in the arc bead embedding ring channel, the joint cooperation between the two can avoid telescopic xarm atress flexible, guarantees going on of the work of bending.
The utility model discloses can further set up to in a preferred example: the clamping part is U-shaped, and the outer wall of the clamping part, which is far away from one side of the opening, is fixedly connected with the free end of the telescopic rod.
Through adopting above-mentioned technical scheme, because the clamping part is the U-shaped, consequently can be better carry on spacingly to erecting the muscle in actual construction.
The utility model discloses can further set up to in a preferred example: the mounting structure comprises a bar-shaped block fixedly connected to the outer wall of the fixed pipe, a first arc-shaped plate and a second arc-shaped plate, wherein the first arc-shaped plate is connected to one side of the fixed pipe away from the bar-shaped block, the second arc-shaped plate is arranged opposite to the first arc-shaped plate, the first arc-shaped plate and the second arc-shaped plate can be clasped to the transverse rib, and the two sides of the first arc-shaped plate and the second arc-shaped plate are fixedly connected with ear plates for bolt connection respectively.
Through adopting above-mentioned technical scheme, during the installation, detain first arc and second arc on horizontal muscle, then the fixed pipe of adjustment makes fixed pipe keep away from the one end and the wall body butt of clamping part, then passes two relative otic placodes respectively through the bolt to fix telescopic xarm on horizontal muscle.
The utility model discloses can further set up to in a preferred example: the end surfaces of the bar-shaped block, the first arc-shaped plate and the second arc-shaped plate are flush with the end surface of the fixed pipe.
Through adopting above-mentioned technical scheme, when fixed pipe supported on the wall body, the terminal surface of bar-shaped piece, first arc and second arc also supported on the wall body, undertakes the atress jointly, has further avoided telescopic xarm atress to retract.
To sum up, the utility model discloses a beneficial technological effect does:
1. due to the arrangement of the processing device, the construction personnel can conveniently reserve the size on the transverse control rib, so that cement mortar layers sprayed on two sides of the wall body just completely cover the S rib, rib leakage is avoided, and the construction quality is guaranteed;
2. the arrangement of the arc-shaped convex edges and the annular grooves can firmly lock the telescopic rod and the fixed pipe together, prevent the telescopic cross arm from being stressed to stretch, and ensure the bending work;
3. the end faces of the bar-shaped block, the first arc-shaped plate and the second arc-shaped plate and the end face of the fixed pipe are abutted to the wall together, so that the stress can be jointly borne, and the telescopic cross arm is further prevented from being retracted under the stress.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view showing the structure of a processing apparatus;
fig. 3 is an exploded view showing the connection relationship between the telescopic rod, the fixing tube, the elastic member and the fixing member.
Reference numeral, 1, vertical ribs; 2. a wall body; 3. a telescopic cross arm; 31. a fixed tube; 32. a telescopic rod; 321. an annular groove; 33. an elastic member; 331. a notch; 332. an elastic pressure plate; 34. a fixing member; 341. necking; 35. an arc-shaped rib; 4. a clamping portion; 5. a mounting structure; 51. a bar-shaped block; 52. a first arc-shaped plate; 53. a second arc-shaped plate; 54. an ear plate; 55. a bolt; 6. and transverse ribs.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1, the processing device for reinforcing an S-shaped rib of a wall with a brick-concrete structure disclosed by the present invention comprises a telescopic cross arm 3 arranged between a vertical rib 1 and a wall 2, a clamping part 4 fixedly connected to one end of the telescopic cross arm 3, and an installation structure 5 arranged on the telescopic cross arm 3; the telescopic cross arm 3 is mainly used for being supported between the vertical rib 1 and the wall body 2, so that the transverse rib 6 is prevented from sliding in the bending process, and a cement mortar layer to be sprayed is reserved; the clamping part 4 is mainly used for limiting the vertical rib 1 and preventing the vertical rib from deviating towards one side; the mounting structure 5 is mainly used for fixing the telescopic cross arm 3 on the transverse rib 6.
Referring to fig. 2 and 3, the telescopic cross arm 3 includes a fixed tube 31 with a hollow interior and two open ends, and a telescopic rod 32 slidably inserted into the fixed tube 31 and having one end extending out of the fixed tube 31, the clamping portion 4 is U-shaped, and the outer wall of the clamping portion 4 on the side far away from the open end is fixedly connected to the end of the telescopic rod 32 extending out of the fixed tube 31. An elastic member 33 is fixedly connected to one end of the fixed tube 31 close to the clamping portion 4, a fixing member 34 is sleeved outside the fixed tube 31, and when the fixing member 34 is rotated by a worker, the fixing member 34 can be matched with the fixed tube 31 to deform the elastic member 33, so that the telescopic rod 32 is locked or loosened.
The outer wall of the fixing part 34 is provided with anti-slip lines for increasing the friction force between the fingers and the fixing part 34 and avoiding slipping in the operation process.
Referring to fig. 3, the elastic member 33 is a cylindrical tube, and a through cavity communicating with the fixing tube 31 is formed inside the elastic member for the telescopic rod 32 to pass through. The inner diameter of the elastic member 33 is adapted to the outer diameter of the telescopic rod 32 so as to tightly hold the telescopic rod 32. A plurality of notches 331 are axially formed in one end of the elastic element 33, which is far away from the fixed tube 31, the notches 331 are circumferentially distributed by taking the axis of the elastic element 33 as the center, an elastic pressing plate 332 is formed between the adjacent notches 331, and external threads are formed on the part of the elastic element 33, which is close to the fixed tube 31; the fixing member 34 is circular, a necking 341 is integrally connected to one end of the fixing member 34 close to the elastic pressing plate 332, the inner diameter of the necking is smaller than that of the elastic member 33, internal threads are arranged inside the fixing member 34 and matched with external threads on the elastic member 33, generally, the fixing member 34 is in threaded connection with the elastic member 33, and the necking 341 extrudes the elastic pressing plate 332 inwards, so that the elastic pressing plate 332 is tightly attached to the outer wall of the telescopic rod 32, and the telescopic rod 32 is locked.
During adjustment, the fixing piece 34 is rotated anticlockwise to move away from the clamping part 4 and gradually separate from the elastic piece 33, in the separation process, the necking 341 releases the extrusion on the elastic pressing plate 332, the elastic pressing plate 332 is restored to the vertical state under the influence of the elasticity of the elastic pressing plate, and at the moment, a worker moves the telescopic rod 32 to enable the overall length of the telescopic cross arm 3 to be twice of the thickness of the cement mortar layer to be sprayed; after the adjustment is completed, the worker rotates the fixing member 34 clockwise, so that the elastic plate is extruded by the throat 341 to lock and fix the telescopic rod 32.
Referring to fig. 3, in order to avoid the stress of the telescopic cross arm 3 from stretching, a plurality of arc-shaped protruding ridges 35 are arranged on the inner wall of each elastic pressing plate 332, each arc-shaped protruding ridge 35 at the same height of each elastic pressing plate 332 is annular, a plurality of annular grooves 321 matched with the arc-shaped protruding ridges 35 are equidistantly formed in the outer wall of the telescopic rod 32, when the telescopic rod 32 and the fixed pipe 31 are locked, the arc-shaped protruding ridges 35 are embedded into the annular grooves 321, and the two arc-shaped protruding ridges are clamped and matched.
Referring to fig. 1 and 2, the mounting structure 5 includes a bar-shaped block 51 fixedly connected to an outer wall of the fixed pipe 31, a length of the bar-shaped block 51 is smaller than a length of the fixed pipe 31, one side of the bar-shaped block 51 away from the fixed pipe 31 is integrally connected with a first arc-shaped plate 52 and a second arc-shaped plate 53 arranged opposite to the first arc-shaped plate 52, the first arc-shaped plate 52 and the second arc-shaped plate 53 can be clasped on the transverse rib 6, two sides of the first arc-shaped plate 52 and the second arc-shaped plate 53 are respectively fixedly connected with ear plates 54, during mounting, the first arc-shaped plate 52 and the second arc-shaped plate 53 are clasped on the transverse rib 6, and then the fixed pipe 31 is adjusted, so that one end of the fixed pipe 31 away from the clamping portion 4 abuts against the wall 2, and then the bolt 55 passes through the two opposite ear plates 54, thereby fixing the telescopic cross arm.
Because the in-process of bending horizontal muscle 6, the one end that fixed pipe 31 supported on wall body 2 can bear partial pulling force, consequently for further avoiding telescopic xarm 3 to withdraw, the terminal surface that makes bar 51, first arc 52 and second arc 53 all flushes with the one end that fixed pipe 31 kept away from clamping part 4, when fixed pipe 31 supported on wall body 2 promptly, mounting structure 5's terminal surface also supported on wall body 2, undertakes the atress jointly.
The principle of the embodiment is as follows: during construction, marking is carried out on the transverse ribs 6 according to the thickness requirement of a cement mortar layer, then the telescopic cross arm 3 is fixed on the transverse ribs 6 through the mounting structure 5, in the fixing process, one end, far away from the clamping part 4, of the telescopic cross arm 3 is abutted against the wall body 2, then the length of the telescopic cross arm 3 is adjusted, the clamping part 4 is abutted against the vertical ribs 1, the adjusted length of the telescopic cross arm 3 is twice of the thickness of the cement mortar layer to be sprayed, after the preparation work is finished, the transverse ribs 6 penetrating through the wall hole are bent through the steel pipe to form S ribs, in the bending process, the auxiliary operation can be carried out through other workers, after the bending is finished, the processing device is removed, the transverse ribs 6 are moved according to the marking, the distance between the two vertical ribs 1 and the wall body 2 is the same, at the moment, the distance between each vertical rib 1 and the wall body 2 is the thickness of the cement mortar layer to, the setting of processingequipment in this application makes things convenient for constructor to reserve the size of coming out on the horizontal muscle 6 of accuse for the 2 both sides of wall body spray the cement mortar layer just cover the S muscle completely, avoid leaking the muscle, guaranteed construction quality.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a processingequipment of S muscle is consolidated to brick concrete structure wall body which characterized in that: the fixing structure comprises a telescopic cross arm (3) arranged between a vertical rib (1) and a wall body (2), a clamping part (4) fixedly connected to one end of the telescopic cross arm (3) to limit the vertical rib (1), and a mounting structure (5) arranged on the telescopic cross arm (3) to fix the telescopic cross arm (3) on a transverse rib (6).
2. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure, as recited in claim 1, is characterized in that: telescopic xarm (3) including fixed pipe (31) and slip grafting in fixed pipe (31) and one end stretch out telescopic link (32) of fixed pipe (31), clamping part (4) rigid coupling is in the one end that fixed pipe (31) were stretched out in telescopic link (32), fixed pipe (31) are close to one end rigid coupling elastic component (33) of clamping part (4), the outside cover of fixed pipe (31) is equipped with mounting (34), when rotating mounting (34) and fixed pipe (31) cooperation, elastic component (33) are with telescopic link (32) locking or unclamp.
3. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure as claimed in claim 2, wherein: the elastic part (33) is a cylindrical barrel and is communicated with the fixed pipe (31), a plurality of notches (331) are formed in one end, far away from the fixed pipe (31), of the elastic part (33) along the axial direction, the notches (331) are circumferentially distributed by taking the axis of the elastic part (33) as the center, an elastic pressing plate (332) is formed between every two adjacent notches (331), and external threads are arranged on the part, close to the fixed pipe (31), of the elastic part (33);
the fixing piece (34) is annular, an internal thread matched with the external thread on the elastic piece (33) is arranged in the fixing piece (34), a necking opening (341) is integrally connected to one end, close to the elastic pressing plate (332), of the fixing piece (34), the inner diameter of the necking opening (341) is smaller than that of the elastic piece (33), and when the fixing piece (34) is in threaded connection with the elastic piece (33), the necking opening (341) extrudes the elastic pressing plate (332) inwards.
4. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure as claimed in claim 2, wherein: the outer wall of the fixing piece (34) is provided with anti-skid grains.
5. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure, as recited in claim 3, is characterized in that: a plurality of arc-shaped protruding edges (35) are distributed on the inner wall of the elastic pressing plate (332), and a plurality of annular grooves (321) matched with the arc-shaped protruding edges (35) are formed in the outer wall of the telescopic rod (32) at equal intervals.
6. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure, as recited in claim 1, is characterized in that: the clamping part (4) is U-shaped, and the outer wall of the clamping part, which is far away from one side of the opening, is fixedly connected with the free end of the telescopic rod (32).
7. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure, as recited in claim 1, is characterized in that: mounting structure (5) are kept away from first arc (52) of fixed pipe (31) one side and second arc (53) that set up relatively with first arc (52) including bar (51), the integral connection of rigid coupling on fixed pipe (31) outer wall at bar (51), first arc (52) and second arc (53) can embrace and close on horizontal muscle (6), the both sides difference rigid coupling of first arc (52) and second arc (53) has otic placode (54) that supply bolt (55) to connect.
8. The processing device for the S-shaped reinforcement of the wall body of the brick-concrete structure as claimed in claim 7, wherein: the end surfaces of the bar blocks (51), the first arc-shaped plate (52) and the second arc-shaped plate (53) are flush with the end surface of the fixed pipe (31).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020134727.XU CN211588343U (en) | 2020-01-20 | 2020-01-20 | Processing device for reinforcing S ribs of wall body with brick-concrete structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020134727.XU CN211588343U (en) | 2020-01-20 | 2020-01-20 | Processing device for reinforcing S ribs of wall body with brick-concrete structure |
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CN211588343U true CN211588343U (en) | 2020-09-29 |
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CN202020134727.XU Active CN211588343U (en) | 2020-01-20 | 2020-01-20 | Processing device for reinforcing S ribs of wall body with brick-concrete structure |
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2020
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TR01 | Transfer of patent right |
Effective date of registration: 20210108 Address after: 101300 no.10-2, Longtang Road, Beiwu Town, Shunyi District, Beijing Patentee after: Beijing Zhibo Hengtai Civil Engineering Co.,Ltd. Patentee after: BEIJING URBAN CONSTRUCTION YATAI GROUP Co.,Ltd. Address before: 101300 no.10-2, Longtang Road, Beiwu Town, Shunyi District, Beijing Patentee before: Beijing Zhibo Hengtai Civil Engineering Co.,Ltd. |
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