CN110397304B - Building wall reinforcing apparatus - Google Patents

Building wall reinforcing apparatus Download PDF

Info

Publication number
CN110397304B
CN110397304B CN201910684512.7A CN201910684512A CN110397304B CN 110397304 B CN110397304 B CN 110397304B CN 201910684512 A CN201910684512 A CN 201910684512A CN 110397304 B CN110397304 B CN 110397304B
Authority
CN
China
Prior art keywords
sliding
fixedly connected
rod
plate
building wall
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
Application number
CN201910684512.7A
Other languages
Chinese (zh)
Other versions
CN110397304A (en
Inventor
田亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Huarui Water Conservancy Co ltd
Original Assignee
Anhui Huarui Water Conservancy Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Anhui Huarui Water Conservancy Co ltd filed Critical Anhui Huarui Water Conservancy Co ltd
Priority to CN201910684512.7A priority Critical patent/CN110397304B/en
Publication of CN110397304A publication Critical patent/CN110397304A/en
Application granted granted Critical
Publication of CN110397304B publication Critical patent/CN110397304B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0222Replacing or adding wall ties

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention relates to the field of buildings, in particular to a building wall reinforcing device which comprises a bottom plate, a wall pasting plate, a spring loop bar, a sliding seat and a left and right extension plate. The wallboard is pasted to the rear side fixedly connected with of bottom plate, and the equal fixedly connected with spring loop bar in both ends about pasting the wallboard has all cup jointed compression spring on two spring loop bars, and sliding connection is in the middle part of bottom plate in the front and back direction to the lower extreme of slide, and the board is stretched out about the equal fixedly connected with in both ends about the slide, stretches out the board about two and sliding connection is on two spring loop bars respectively, and the slide is fixed to be set up, and two compression springs all are located and paste the wallboard and corresponding about stretch out between the board.

Description

Building wall reinforcing apparatus
Technical Field
The invention relates to the field of buildings, in particular to a building wall reinforcing device.
Background
Application number published CN201821465910.7 a wall body reinforcing structure, this utility model discloses a wall body reinforcing structure, include: the wall body, the composite material grid, the first fixing piece and the mortar layer; the composite material grid is fixed on the wall body through a first fixing piece; the mortar layer covers the outer side of the composite material grid; the composite material grid is formed by vertically, alternately and continuously arranging a plurality of longitudinal limbs and a plurality of transverse limbs and integrally formed by resin curing; the first fixing piece comprises: an anchorage and a rivet; wherein two adjacent side edges of the anchorage device are provided with grooves, and the longitudinal limbs and the transverse limbs are fixed in the grooves; the rivet penetrates through the anchorage device to fix the composite grid on the wall body; the fixing piece II and the bottom plate are further included; the wall body is vertically and fixedly connected with the bottom plate through the second fixing piece. The utility model discloses a wall body reinforced structure of design not only consolidates effectually, can not cause destruction, easy operation, and the durability is good to original wall structure moreover. However, the structure cannot adapt to the condition that the wall body slightly deforms when the wall body expands with heat and contracts with cold and earthquakes occur.
Disclosure of Invention
The invention provides a building wall body reinforcing device, which has the beneficial effects that the wall body can be reinforced, the building wall body reinforcing device cannot be completely fixed on the wall body, the wall body can slightly deform when the building wall body is expanded with heat and contracted with cold and earthquakes, and the damage to the wall body caused by the complete fixation on the wall body is avoided.
The invention relates to the field of buildings, in particular to a building wall reinforcing device which comprises a bottom plate, a wall pasting plate, a spring loop bar, a sliding seat and a left and right extension plate.
The wallboard is pasted to the rear side fixedly connected with of bottom plate, and the equal fixedly connected with spring loop bar in both ends about pasting the wallboard has all cup jointed compression spring on two spring loop bars, and sliding connection is in the middle part of bottom plate in the front and back direction to the lower extreme of slide, and the board is stretched out about the equal fixedly connected with in both ends about the slide, stretches out the board about two and sliding connection is on two spring loop bars respectively, and the slide is fixed to be set up, and two compression springs all are located and paste the wallboard and corresponding about stretch out between the board.
The building wall reinforcing device further comprises a trapezoidal sliding rail, the middle of the bottom plate is provided with the trapezoidal sliding rail, and the lower end of the sliding seat is connected to the trapezoidal sliding rail in a sliding mode.
Building wall reinforcing apparatus still includes nut I, and the front end of two spring loop bars all has nut I through threaded connection, and two nuts I keep off respectively about two the front sides that stretch out the board.
Building wall reinforcing apparatus still includes L shape spliced pole, rag bolt and ground fixed strip, the front end fixedly connected with L shape spliced pole of slide, the front end lower part fixedly connected with ground fixed strip of L shape spliced pole, ground fixed strip is subaerial through two rag bolt fixed connection.
Building wall reinforcing apparatus is still including wearing wall post, backplate and nut II, and the rear side middle part fixedly connected with who pastes the wallboard wears the wall post, and it has the backplate to wear to peg graft on the wall post, and the rear end of wearing the wall post has nut II through threaded connection, and nut II is located the rear side of backplate.
Building wall reinforcing apparatus still includes sideslip rail pole, perpendicular rail pole and hack lever, and both ends are equal fixedly connected with hack lever about the sideslip rail pole, and the lower extreme of two hack levers is fixed connection both ends about the bottom plate respectively, and the middle part fixedly connected with of sideslip rail pole erects the rail pole.
Building wall reinforcing apparatus still includes the sliding sleeve, telescopic link II, well slider and oblique connecting rod, be provided with two about the sliding sleeve, two sliding sleeves are sliding connection respectively at both ends about sideslip rail pole, telescopic link II is the body of rod that can freely adjust length, be provided with two about telescopic link II, two telescopic link II's lower extreme articulates respectively to be connected on two sliding sleeves, well slider sliding connection is on erecting the slide rail pole, both ends all articulate and are connected with oblique connecting rod about well slider, the outer end downward sloping of two oblique connecting rods, the outer end of two oblique connecting rods articulates respectively and connects on two sliding sleeves.
Building wall reinforcing apparatus still includes the roof, the slide opening, the front bezel, the screw thread short column, nut III, the back splint, screw orifice plate and top screw, the front end downside fixedly connected with front bezel of roof, the equal fixedly connected with screw thread short column in both ends about the front bezel, two telescopic link II's upper end is rotated respectively and is connected on two screw thread short columns, all there is nut III through threaded connection on two screw thread short columns, two nut III keep off the front side at two telescopic link II respectively, the middle part of roof is provided with the slide opening, the back splint is located the rear side of front bezel, the upper end sliding connection of back splint is on the slide opening, the equal fixedly connected with screw orifice plate in both ends about the roof rear end, all there is the top screw through threaded connection on two screw orifice plates, two top screws all push up the rear side at the back splint.
Building wall reinforcing apparatus still includes telescopic link I, and telescopic link I's lower extreme articulates to be connected on L shape spliced pole, and telescopic link I's upper end articulates the front side of connecting the well slider.
The telescopic rod I and the telescopic rod II are of two-section type structures, the telescopic rod I and the telescopic rod II are composed of a hollow thick rod and a solid thin rod, the solid thin rod is inserted into the hollow thick rod, a fastening screw is arranged on the hollow thick rod, and the solid thin rod and the hollow thick rod are fixed through the fastening screw.
The building wall reinforcing device has the beneficial effects that:
the building wall reinforcing device can reinforce a wall, cannot be completely fixed on the wall, and can slightly deform when the wall expands with heat and contracts with cold and earthquakes, so that the wall is prevented from being damaged when the wall is completely fixed on the wall.
When the wall body expands with heat and contracts with cold and an earthquake occurs, the wall body can slightly deform, and the wall body can slightly deform due to the fact that the wall board can slide back and forth, so that the wall body can adapt to slight deformation of the wall body, and damage to the wall body caused by thorough fixation on the wall body is avoided.
The rear baffle and the wall attaching plate clamp the front side and the rear side of the wall body, and the wall body is further reinforced.
When the wall body tends to topple in the direction of adhering to the wallboard,
the top plate gives a downward force to the wall body, and the wall body gives a downward force to the ground, so that the wall body can be stabbed into the ground more stably, and the toppling tendency is eliminated.
Drawings
The invention is described in further detail below with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic view of the overall structure of a reinforcing apparatus for a building wall according to the present invention;
FIG. 2 is a schematic view of the overall structure of a reinforcing apparatus for a building wall according to the present invention;
FIG. 3 is a first schematic structural diagram of a base plate;
FIG. 4 is a second schematic structural view of the base plate;
FIG. 5 is a schematic structural diagram of the slider;
FIG. 6 is a schematic structural view of the cross slide rail bar;
FIG. 7 is a schematic structural view of the sliding sleeve, the telescopic rod II and the middle sliding block;
FIG. 8 is a first schematic structural view of the top plate;
FIG. 9 is a second schematic structural view of the top plate;
fig. 10 is a schematic structural view of a wall.
In the figure: a base plate 1; a trapezoidal slide rail 101; a wall-attaching plate 102; a spring loop rod 103; a nut I104; a through-wall column 105; a tailgate 106; a nut II 107; a slide base 2; left and right extension plates 201; an L-shaped connecting column 202; anchor bolts 203; a ground fixing strip 204; an expansion link I205; a cross slide rail rod 3; a vertical slide rail rod 301; a diagonal frame bar 302; a sliding sleeve 4; the telescopic rod II 5; a middle slide block 6; a diagonal link 601; a top plate 7; a slide hole 701; a front cleat 702; a threaded stud 703; a nut III 704; a rear clamping plate 705; a threaded orifice plate 706; a top screw 707; and (7) a wall body 8.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
The first embodiment is as follows:
the embodiment is described below with reference to fig. 1 to 10, and the invention relates to the field of buildings, in particular to a building wall reinforcing device, which comprises a bottom plate 1, a wall attaching plate 102, a spring loop bar 103, a sliding seat 2 and left and right extension plates 201.
The rear side fixedly connected with of bottom plate 1 pastes the wallboard 102, paste the equal fixedly connected with spring loop bar 103 in both ends about wallboard 102, compression spring has all been cup jointed on two spring loop bar 103, sliding connection is in the middle part of bottom plate 1 in the front and back direction at the lower extreme of slide 2, stretch out board 201 about the equal fixedly connected with in both ends about slide 2, stretch out board 201 sliding connection respectively on two spring loop bars 103 about two, slide 2 is fixed to be set up, two compression springs all are located paste wallboard 102 and corresponding about stretch out between the board 201. During the use, will paste wallboard 102 and 8 one side of wall body and laminate mutually, and fix slide 2 subaerial, slide 2 can slide around on bottom plate 1, slide 2 is more close with the distance of pasting wallboard 102, the degree of the compression spring compressed on two spring loop poles 103 is big more, and then paste wallboard 102 and give wall body 8 dynamics big more, prevent that wall body 8 from taking place to incline and topple over, expend with heat and contract with cold, during the earthquake, wall body 8 can take place slight deformation, because paste wallboard 102 can slide around can, and then can adapt to the slight deformation that wall body 8 took place, avoid thoroughly fixing and cause the harm to the wall body on wall body 8.
The second embodiment is as follows:
the embodiment is described below with reference to fig. 1 to 10, the building wall reinforcing apparatus further includes a trapezoidal slide rail 101, the middle portion of the bottom plate 1 is provided with the trapezoidal slide rail 101, and the lower end of the slide base 2 is slidably connected to the trapezoidal slide rail 101. The sliding base 2 can slide back and forth on the trapezoidal slide rail 101 to adjust the distance between the sliding base 2 and the wallboard 102.
The third concrete implementation mode:
the embodiment is described below with reference to fig. 1 to 10, the building wall reinforcing device further includes a nut I104, the front ends of the two spring loop bars 103 are both connected with the nut I104 through threads, and the two nuts I104 are respectively blocked at the front sides of the two left and right protruding plates 201. The two nuts act to block the two left and right extension plates 201, preventing the left and right extension plates 201 from disengaging from the corresponding spring pocket posts 103.
The fourth concrete implementation mode:
the embodiment is described below with reference to fig. 1 to 10, the building wall reinforcing apparatus further includes an L-shaped connecting column 202, anchor bolts 203 and a ground fixing bar 204, the L-shaped connecting column 202 is fixedly connected to the front end of the sliding base 2, the ground fixing bar 204 is fixedly connected to the lower portion of the front end of the L-shaped connecting column 202, and the ground fixing bar 204 is fixedly connected to the ground through the two anchor bolts 203. The ground fixing strip 204 is fixedly connected to the ground through two anchor bolts 203, so as to fix the position of the L-shaped connecting column 202, and further fix the relative position of the sliding base 2 and the ground.
The fifth concrete implementation mode:
the embodiment is described below with reference to fig. 1 to 10, the building wall reinforcing apparatus further includes a wall penetrating column 105, a rear baffle 106, and a nut II107, the wall penetrating column 105 is fixedly connected to the middle of the rear side of the wall attaching plate 102, the rear baffle 106 is inserted into the wall penetrating column 105, the nut II107 is connected to the rear end of the wall penetrating column 105 through a screw, and the nut II107 is located at the rear side of the rear baffle 106. When the wall reinforcing structure is used, a hole corresponding to the wall penetrating column 105 is drilled in the wall body 8, the wall penetrating column 105 penetrates to the other side of the wall through the hole, the rear baffle 106 is attached to the other side of the wall, the nut II107 is rotated to enable the rear baffle 106 to be attached to the rear side of the wall body 8, the rear baffle 106 and the wall attaching plate 102 clamp the front side and the rear side of the wall body 8, and the wall body 8 is further reinforced.
The sixth specific implementation mode:
the embodiment is described below with reference to fig. 1 to 10, the building wall reinforcing apparatus further includes a cross slide rail rod 3, a vertical slide rail rod 301, and oblique frame rods 302, the oblique frame rods 302 are fixedly connected to both left and right ends of the cross slide rail rod 3, the lower ends of the two oblique frame rods 302 are respectively fixedly connected to both left and right ends of the bottom plate 1, and the vertical slide rail rod 301 is fixedly connected to the middle of the cross slide rail rod 3.
Building wall reinforcing apparatus still includes sliding sleeve 4, telescopic link II5, well slider 6 and oblique connecting rod 601, be provided with two about sliding sleeve 4, two sliding sleeve 4 difference sliding connection are both ends about sideslip rail pole 3, telescopic link II5 is the body of rod that can freely adjust length, be provided with two about telescopic link II5, two telescopic link II 5's lower extreme articulates respectively and connects on two sliding sleeve 4, 6 sliding connection of well slider are on erecting rail pole 301, both ends all articulate to be connected with oblique connecting rod 601 about well slider 6, the outer end downward sloping of two oblique connecting rod 601, the outer end of two oblique connecting rod 601 articulates respectively and connects on two sliding sleeve 4. The middle sliding block 6 can vertically slide on the vertical sliding rail rod 301, and when the middle sliding block 6 vertically slides on the vertical sliding rail rod 301, the two sliding sleeves 4 can be respectively driven to mutually approach or move away from to slide through the two inclined connecting rods 601.
The building wall reinforcing device also comprises a top plate 7, a slide hole 701, a front clamping plate 702, a threaded stud 703, a nut III704, a rear clamping plate 705, a threaded hole plate 706 and a top screw 707, front end downside fixedly connected with front plate 702 of roof 7, the equal fixedly connected with screw thread short column 703 in both ends about front plate 702, the upper end of two telescopic link II5 rotates respectively and connects on two screw thread short columns 703, all there is nut III704 through threaded connection on two screw thread short columns 703, two nuts III704 keep off the front side at two telescopic link II5 respectively, the middle part of roof 7 is provided with slide opening 701, back splint 705 is located the rear side of front plate 702, the upper end sliding connection of back splint 705 is on slide opening 701, the equal fixedly connected with screw hole board 706 in both ends about roof 7 rear end, all there is a set screw 707 through threaded connection on two screw hole board 706, two set screws 707 all push up the rear side at back splint 705. The rear clamping plate 705 can slide on the sliding hole 701, the distance between the front clamping plate 702 and the rear clamping plate 705 is adjusted, when the wall body 8 is used, the top plate 7 is lapped at the upper end of the wall body 8, the front clamping plate 702 and the rear clamping plate 705 are respectively attached to the front side and the rear side of the upper end of the wall body 8, and two top screws 707 are screwed to be propped against the rear side of the rear clamping plate 705, so that the upper end of the wall body 8 is clamped by the front clamping plate 702 and the rear clamping plate 705; when the middle sliding block 6 moves upwards, the two sliding sleeves 4 are driven to be close to each other, the two sliding sleeves 4 are driven to move downwards through the two telescopic rods II5 when being close to each other, then the top plate 7 gives a downward force to the wall body 8, and at the moment, the wall body 8 gives a downward force to the ground, so that the wall body 8 is more stable. The effect that two telescopic link II5 length can be adjusted is the wall body 8 that adapts to not co-altitude, and when current splint 702 installed on different wall bodies 8 and is in not co-altitude, two telescopic link II5 can adapt to.
The seventh embodiment:
the embodiment is described below with reference to fig. 1 to 10, and the building wall reinforcing device further includes a telescopic rod I205, a lower end of the telescopic rod I205 is hinged to the L-shaped connecting column 202, and an upper end of the telescopic rod I205 is hinged to the front side of the middle sliding block 6. When the wall 8 has a tendency of toppling towards the direction of pasting the wallboard 102, the bottom plate 1 slides forward relative to the sliding base 2 and the L-shaped connecting column 202, and then the sliding block 6 moves upwards in the pushing of the telescopic rod I205, so that the two sliding sleeves 4 are driven to be close to each other, the two sliding sleeves 4 drive the front clamping plate 702 and the top plate 7 to move downwards through the two telescopic rods II5 when being close to each other, so that the top plate 7 gives a downward force to the wall 8, at this moment, the wall 8 gives a downward force to the ground, so that the wall 8 is stabbed into the ground more stably, and the toppling tendency is. The length of the telescopic rod I205 can be adjusted to adapt to different relative positions of the bottom plate 1 and the sliding seat 2.
The specific implementation mode is eight:
the embodiment is described below with reference to fig. 1 to 10, the telescopic rod I205 and the telescopic rod II5 are both two-segment structures, the telescopic rod I205 and the telescopic rod II5 are both composed of a hollow thick rod and a solid thin rod, the solid thin rod is inserted into the hollow thick rod, the hollow thick rod is provided with a fastening screw, and the solid thin rod and the hollow thick rod are fixed by the fastening screw. The length of the telescopic rod I205 and the telescopic rod II5 can be adjusted.
The working principle of the invention is as follows: during the use, will paste wallboard 102 and 8 one side of wall body and laminate mutually, and fix slide 2 subaerial, slide 2 can slide around on bottom plate 1, slide 2 is more close with the distance of pasting wallboard 102, the degree of the compression spring compressed on two spring loop poles 103 is big more, and then paste wallboard 102 and give wall body 8 dynamics big more, prevent that wall body 8 from taking place to incline and topple over, expend with heat and contract with cold, during the earthquake, wall body 8 can take place slight deformation, because paste wallboard 102 can slide around can, and then can adapt to the slight deformation that wall body 8 took place, avoid thoroughly fixing and cause the harm to the wall body on wall body 8. The sliding base 2 can slide back and forth on the trapezoidal slide rail 101 to adjust the distance between the sliding base 2 and the wallboard 102. The two nuts act to block the two left and right extension plates 201, preventing the left and right extension plates 201 from disengaging from the corresponding spring pocket posts 103. The ground fixing strip 204 is fixedly connected to the ground through two anchor bolts 203, so as to fix the position of the L-shaped connecting column 202, and further fix the relative position of the sliding base 2 and the ground. When the wall reinforcing structure is used, a hole corresponding to the wall penetrating column 105 is drilled in the wall body 8, the wall penetrating column 105 penetrates to the other side of the wall through the hole, the rear baffle 106 is attached to the other side of the wall, the nut II107 is rotated to enable the rear baffle 106 to be attached to the rear side of the wall body 8, the rear baffle 106 and the wall attaching plate 102 clamp the front side and the rear side of the wall body 8, and the wall body 8 is further reinforced. The middle sliding block 6 can vertically slide on the vertical sliding rail rod 301, and when the middle sliding block 6 vertically slides on the vertical sliding rail rod 301, the two sliding sleeves 4 can be respectively driven to mutually approach or move away from to slide through the two inclined connecting rods 601. The rear clamping plate 705 can slide on the sliding hole 701, the distance between the front clamping plate 702 and the rear clamping plate 705 is adjusted, when the wall body 8 is used, the top plate 7 is lapped at the upper end of the wall body 8, the front clamping plate 702 and the rear clamping plate 705 are respectively attached to the front side and the rear side of the upper end of the wall body 8, and two top screws 707 are screwed to be propped against the rear side of the rear clamping plate 705, so that the upper end of the wall body 8 is clamped by the front clamping plate 702 and the rear clamping plate 705; when the middle sliding block 6 moves upwards, the two sliding sleeves 4 are driven to be close to each other, the two sliding sleeves 4 are driven to move downwards through the two telescopic rods II5 when being close to each other, then the top plate 7 gives a downward force to the wall body 8, and at the moment, the wall body 8 gives a downward force to the ground, so that the wall body 8 is more stable. The effect that two telescopic link II5 length can be adjusted is the wall body 8 that adapts to not co-altitude, and when current splint 702 installed on different wall bodies 8 and is in not co-altitude, two telescopic link II5 can adapt to. When the wall 8 has a tendency of toppling towards the direction of pasting the wallboard 102, the bottom plate 1 slides forward relative to the sliding base 2 and the L-shaped connecting column 202, and then the sliding block 6 moves upwards in the pushing of the telescopic rod I205, so that the two sliding sleeves 4 are driven to be close to each other, the two sliding sleeves 4 drive the front clamping plate 702 and the top plate 7 to move downwards through the two telescopic rods II5 when being close to each other, so that the top plate 7 gives a downward force to the wall 8, at this moment, the wall 8 gives a downward force to the ground, so that the wall 8 is stabbed into the ground more stably, and the toppling tendency is. The length of the telescopic rod I205 can be adjusted to adapt to different relative positions of the bottom plate 1 and the sliding seat 2.
It is to be understood that the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and that various changes, modifications, additions and substitutions which are within the spirit and scope of the present invention and which may be made by those skilled in the art are also within the scope of the present invention.

Claims (2)

1. The utility model provides a building wall reinforcing apparatus, includes bottom plate (1), pastes wallboard (102), spring loop bar (103), slide (2) and controls and stretch out board (201), its characterized in that: the rear side of the bottom plate (1) is fixedly connected with a wall pasting plate (102), the left end and the right end of the wall pasting plate (102) are fixedly connected with spring loop bars (103), compression springs are sleeved on the two spring loop bars (103), the lower end of the sliding seat (2) is connected to the middle part of the bottom plate (1) in a front-rear direction in a sliding manner, the left end and the right end of the sliding seat (2) are fixedly connected with left and right extension plates (201), the two left and right extension plates (201) are respectively connected to the two spring loop bars (103) in a sliding manner, the sliding seat (2) is fixedly arranged, and the two compression springs are located between the wall pasting plate (102) and the corresponding left and right extension plates (201);
the building wall reinforcing device further comprises a trapezoidal sliding rail (101), the middle of the bottom plate (1) is provided with the trapezoidal sliding rail (101), and the lower end of the sliding seat (2) is connected to the trapezoidal sliding rail (101) in a sliding manner;
the building wall reinforcing device further comprises a nut I (104), the front ends of the two spring loop bars (103) are connected with the nut I (104) through threads, and the two nuts I (104) are respectively blocked at the front sides of the two left and right extending plates (201);
the building wall reinforcing device further comprises an L-shaped connecting column (202), foundation bolts (203) and a ground fixing strip (204), the L-shaped connecting column (202) is fixedly connected to the front end of the sliding seat (2), the ground fixing strip (204) is fixedly connected to the lower portion of the front end of the L-shaped connecting column (202), and the ground fixing strip (204) is fixedly connected to the ground through the two foundation bolts (203);
the building wall reinforcing device further comprises a wall penetrating column (105), a rear baffle (106) and a nut II (107), the middle of the rear side of the wall pasting plate (102) is fixedly connected with the wall penetrating column (105), the rear baffle (106) is inserted into the wall penetrating column (105), the rear end of the wall penetrating column (105) is connected with the nut II (107) through threads, and the nut II (107) is located on the rear side of the rear baffle (106);
the building wall reinforcing device further comprises a transverse slide rail rod (3), a vertical slide rail rod (301) and oblique frame rods (302), wherein oblique frame rods (302) are fixedly connected to the left end and the right end of the transverse slide rail rod (3), the lower ends of the two oblique frame rods (302) are fixedly connected to the left end and the right end of the bottom plate (1) respectively, and the vertical slide rail rod (301) is fixedly connected to the middle of the transverse slide rail rod (3);
the building wall reinforcing device further comprises two sliding sleeves (4), two telescopic rods II (5), a middle sliding block (6) and two inclined connecting rods (601), wherein the two sliding sleeves (4) are arranged on the left side and the right side, the two sliding sleeves (4) are respectively connected to the left end and the right end of the transverse sliding rail rod (3) in a sliding mode, the telescopic rods II (5) are rod bodies with the length capable of being adjusted freely, the two telescopic rods II (5) are arranged on the left side and the right side, the lower ends of the two telescopic rods II (5) are respectively hinged to the two sliding sleeves (4), the middle sliding block (6) is connected to the vertical sliding rail rod (301) in a sliding mode, the inclined connecting rods (601) are hinged to the left end and the right end of the middle sliding block (6), the outer ends of the two inclined connecting rods (601);
the building wall reinforcing device further comprises a top plate (7), a sliding hole (701), a front clamping plate (702), threaded studs (703), nuts III (704), a rear clamping plate (705), threaded hole plates (706) and a top screw (707), wherein the lower side of the front end of the top plate (7) is fixedly connected with the front clamping plate (702), the left end and the right end of the front clamping plate (702) are respectively fixedly connected with the threaded studs (703), the upper ends of two telescopic rods II (5) are respectively and rotatably connected to the two threaded studs (703), the two threaded studs (703) are respectively and threadedly connected with the nuts III (704), the two nuts III (704) are respectively blocked at the front sides of the two telescopic rods II (5), the middle part of the top plate (7) is provided with the sliding hole (701), the rear clamping plate (705) is positioned at the rear side of the front clamping plate (702), the upper end of the rear clamping plate (705) is slidably connected to the sliding hole (701), the left end and the right end of the rear, the two threaded hole plates (706) are connected with top screws (707) through threads, and the two top screws (707) are propped against the rear side of the rear clamping plate (705);
the building wall reinforcing device further comprises an expansion link I (205), the lower end of the expansion link I (205) is hinged to the L-shaped connecting column (202), and the upper end of the expansion link I (205) is hinged to the front side of the middle sliding block (6).
2. The building wall reinforcing apparatus of claim 1, wherein: the telescopic link I205 and the telescopic link II (5) are of two-section type structures, the telescopic link I (205) and the telescopic link II (5) are composed of a hollow thick rod and a solid thin rod, the solid thin rod is inserted into the hollow thick rod, a fastening screw is arranged on the hollow thick rod, and the solid thin rod and the hollow thick rod are fixed through the fastening screw.
CN201910684512.7A 2019-07-26 2019-07-26 Building wall reinforcing apparatus Expired - Fee Related CN110397304B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910684512.7A CN110397304B (en) 2019-07-26 2019-07-26 Building wall reinforcing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910684512.7A CN110397304B (en) 2019-07-26 2019-07-26 Building wall reinforcing apparatus

Publications (2)

Publication Number Publication Date
CN110397304A CN110397304A (en) 2019-11-01
CN110397304B true CN110397304B (en) 2021-07-13

Family

ID=68326189

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910684512.7A Expired - Fee Related CN110397304B (en) 2019-07-26 2019-07-26 Building wall reinforcing apparatus

Country Status (1)

Country Link
CN (1) CN110397304B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110847786B (en) * 2019-11-23 2020-12-04 滨州富创科技服务有限公司 Foam metal noise insulation
CN110924324B (en) * 2019-12-02 2020-10-30 广西师范大学 Forest resumes ecological protection device that blocks
CN110918239B (en) * 2019-12-10 2021-06-25 台州市莱恩克智能科技有限公司 Broken recovery unit of lithium cell
CN111910797B (en) * 2020-07-01 2022-01-18 浙江军天建筑装饰工程有限公司 Partition wall mounting structure and construction method thereof
CN112064819B (en) * 2020-09-21 2021-12-07 淮北淮海建设工程有限责任公司 Building main body structure with auxiliary assembly installing support
CN113006514B (en) * 2021-02-24 2022-08-05 上海建为历保科技股份有限公司 Ancient building green brick wall protection is with repairing device of rectifying
CN114776072B (en) * 2022-05-06 2023-05-05 广西科技大学 Device and method for reinforcing outer wall of history building reconstruction

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2480471Y (en) * 2001-04-16 2002-03-06 吴志峰 Rubber inlaid double-raw deformation corrector for floor or wall
GB2445942A (en) * 2007-01-24 2008-07-30 Lee John Slater A joist strut
US8136317B1 (en) * 2009-12-23 2012-03-20 Mccown Matthew S Assembly for straightening a basement's wall
CN205502621U (en) * 2016-04-02 2016-08-24 温州开祥建设有限公司 Reinforcing apparatus that is connected of assemblyization building wall and post
CN206319436U (en) * 2016-12-13 2017-07-11 河北工程大学 A kind of Self-resetting diagonal brace
CN206448546U (en) * 2017-02-17 2017-08-29 重庆水利电力职业技术学院 Architectural engineering seismic hardening plate
WO2018065911A1 (en) * 2016-10-05 2018-04-12 Morelli Enzo Process for the antiseismic reinforcement and consolidation of existing structures in reinforced concrete
CN207485010U (en) * 2017-09-30 2018-06-12 宿迁市第六建筑工程有限公司 A kind of building bracing means
CN207513218U (en) * 2017-10-10 2018-06-19 浙江华咨结构设计事务所有限公司 A kind of building reinforcing and shock absorption structure
CN207776485U (en) * 2017-12-06 2018-08-28 南京沃匠工程技术有限公司 A kind of novel work people construction wall bracing means
CN208184266U (en) * 2018-03-06 2018-12-04 今天建设有限公司 A kind of adjustable architectural engineering seismic hardening plate

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB909118A (en) * 1960-03-29 1962-10-24 Bristol Siddeley Engines Ltd Improvements in vehicles for use on land and in the air
FR2569750B1 (en) * 1984-08-31 1986-11-14 Fouchard Noel FRAMEWORK CONVERSION PROCESS FOR THE RISING OF A BUILDING WITHOUT CHANGING THE SLOPE OF THE ROOF AND BEAM THAT CAN SUPPORT THE NEWLY CREED FLOOR
US7040059B2 (en) * 2003-09-20 2006-05-09 Hodsdon Edwin R Method and adjustable apparatus for anchor-free masonry wall bracing
MX2016007114A (en) * 2013-12-02 2016-10-21 Governing Council Univ Toronto System for mitigating the effects of a seismic event.
US20170241148A1 (en) * 2016-02-18 2017-08-24 Donald E. Wheatley Method of straightening and reinforcing a block wall
CN207920140U (en) * 2018-01-22 2018-09-28 吕超 A kind of bracing means of Old building
CN208718166U (en) * 2018-08-23 2019-04-09 石家庄筑佳节能产品科技有限责任公司 A kind of prefabricated assembled movable partition wall plate, wall and partition plate moving structure
CN208870431U (en) * 2018-10-06 2019-05-17 杨雪梅 A kind of building structure strengthening device

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2480471Y (en) * 2001-04-16 2002-03-06 吴志峰 Rubber inlaid double-raw deformation corrector for floor or wall
GB2445942A (en) * 2007-01-24 2008-07-30 Lee John Slater A joist strut
US8136317B1 (en) * 2009-12-23 2012-03-20 Mccown Matthew S Assembly for straightening a basement's wall
CN205502621U (en) * 2016-04-02 2016-08-24 温州开祥建设有限公司 Reinforcing apparatus that is connected of assemblyization building wall and post
WO2018065911A1 (en) * 2016-10-05 2018-04-12 Morelli Enzo Process for the antiseismic reinforcement and consolidation of existing structures in reinforced concrete
CN206319436U (en) * 2016-12-13 2017-07-11 河北工程大学 A kind of Self-resetting diagonal brace
CN206448546U (en) * 2017-02-17 2017-08-29 重庆水利电力职业技术学院 Architectural engineering seismic hardening plate
CN207485010U (en) * 2017-09-30 2018-06-12 宿迁市第六建筑工程有限公司 A kind of building bracing means
CN207513218U (en) * 2017-10-10 2018-06-19 浙江华咨结构设计事务所有限公司 A kind of building reinforcing and shock absorption structure
CN207776485U (en) * 2017-12-06 2018-08-28 南京沃匠工程技术有限公司 A kind of novel work people construction wall bracing means
CN208184266U (en) * 2018-03-06 2018-12-04 今天建设有限公司 A kind of adjustable architectural engineering seismic hardening plate

Also Published As

Publication number Publication date
CN110397304A (en) 2019-11-01

Similar Documents

Publication Publication Date Title
CN110397304B (en) Building wall reinforcing apparatus
CN105155710B (en) A kind of Self-resetting mild steel energy dissipation support
CN203320725U (en) Self-resetting energy consumption support
CN207919751U (en) Assembled self-recovery steel pipe concrete combined node and structure system
CN103195170A (en) Prefabricated reinforced concrete frame structure system
CN106592822B (en) A kind of Self-resetting steel plate shear force wall based on super-elastic shape memory alloy screw rod
JP2005325683A5 (en)
DE202008003148U1 (en) Arrangement of several solar panels
CN208363267U (en) A kind of full assembled Self-resetting Column Joint of unilateral prestressing force
CN109339237A (en) A kind of girder steel-concrete column Self-resetting energy dissipating node
CN109339436A (en) Abnormity concrete hole body assembled template support device
CN110359596B (en) Prefabricated combination assembled steel sheet shear force wall
CN110107000B (en) Light metal framework of assembled building partition wall
CN107605064A (en) A kind of anti-buckling support coupling beam of assembled X-shaped
CN215331622U (en) But quick connection's shear force mounting frame for wall
CN214883807U (en) Building engineering foundation reinforcing apparatus
CN113062460B (en) Ultra-large span cable bearing grid system and cable net tensioning construction method
CN111622380B (en) Combined shear wall capable of quickly recovering function after earthquake and wall body composed of combined shear wall
CN215055546U (en) Independent support system for assembly type building construction
KR101715681B1 (en) Reinforced membrane structure
KR20100003071U (en) In folding type fish sit table
CN209494093U (en) A kind of assembled architecture installation curtain wall connection component
JPH0657952A (en) Anchoring structure of main reinforcing bar
CN217537319U (en) Frame supporting structure of steel plate combined special-shaped column
CN216007901U (en) Building antidetonation reinforced structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right
TA01 Transfer of patent application right

Effective date of registration: 20210625

Address after: 239001 Yaopu Industrial Park, Nanqiao District, Chuzhou City, Anhui Province

Applicant after: ANHUI HUARUI WATER CONSERVANCY Co.,Ltd.

Address before: No.1, East 1st ring road, Hantai District, Hanzhong City, Shaanxi Province

Applicant before: Tian Liang

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: 20210713