CN216476379U - Wall body superstructure adjustment supporting system - Google Patents
Wall body superstructure adjustment supporting system Download PDFInfo
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- CN216476379U CN216476379U CN202122464673.0U CN202122464673U CN216476379U CN 216476379 U CN216476379 U CN 216476379U CN 202122464673 U CN202122464673 U CN 202122464673U CN 216476379 U CN216476379 U CN 216476379U
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- fastening
- elevation
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- 238000010276 construction Methods 0.000 claims abstract description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000000712 assembly Effects 0.000 claims description 3
- 238000000429 assembly Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 238000003466 welding Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
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Abstract
The utility model provides a wall body superstructure adjustment bearing system, presss from both sides the bottom adjustment supporting device who establishes in wall body top stubble department both sides including the symmetry, and bottom adjustment supporting device includes bracket subassembly, level binding, elevation regulator and bracket split subassembly, and the elevation regulator includes elevation adjusting screw, panel bearing board, rotates the column cap, and vertical screw rod sleeve, the top portion of vertical fore-set is passed in the adjustable top portion that passes of level binding, and the bracket split subassembly passes the bracket subassembly that vertical fore-set draws and connects both sides. According to the utility model, the components such as the elevation regulator and the horizontal fastener which are used on the bracket assembly are matched to carry out vertical height adjustment and horizontal reinforcement on the upper structure reinforcement of the wall body, the elevation regulator can ensure that workers on the upper structure can easily adjust the elevation of the upper structure by adjusting the elevation regulator, the time spent on the adjustment of the upper structure is reduced, the horizontal reinforcement can ensure that the upper structure can be better clamped on two sides, and the operation stability of the upper structure during construction is ensured.
Description
Technical Field
The utility model belongs to the field of wall construction, and particularly relates to a wall upper structure adjusting and supporting system.
Background
In the construction process of the bare concrete building engineering, the quality control of the joints of the interlayer wall and the guide wall is always a difficult point, the unreasonable reinforcing mode of the upper structure at the position is easy to cause quality problems in the construction of the joints, the joints of the wall surfaces at two sides are difficult to be ensured to be on the same operation plane during the construction of the upper structure, time is wasted in elevation adjustment, and particularly when the wall is too long, the operation error of workers is larger.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a wall upper structure adjusting and supporting system, which aims to solve the technical problems that the quality problem of construction at a joint is easily caused by unreasonable reinforcing mode of an upper structure at the joint of the existing wall, the joint of two side wall surfaces is difficult to ensure to be on the same operation plane during the construction of the upper structure, and the time is wasted in elevation adjustment.
In order to realize the purpose, the utility model adopts the following technical scheme:
a wall upper structure adjusting and supporting system comprises a group of bottom adjusting and supporting devices which are symmetrically clamped on two sides of a wall joint position and are arranged along the width direction of a wall at intervals, wherein the bottom adjusting and supporting devices comprise a bracket component, a horizontal fastener, an elevation adjuster and a bracket opposite-pulling component, the bracket component is integrally Z-shaped and comprises a vertical bottom column, a horizontal beam and a vertical top column, the outer top end part of the horizontal beam is fixedly connected with the bottom of the vertical top column, and the two vertical top columns form an L shape,
the bottom end part of the inner side of the horizontal beam is fixedly connected to the top of the vertical bottom pillar, the end surface of the inner side of the horizontal beam is flush with the surface of the inner side of the vertical bottom pillar and is tightly attached to the surface of the outer side of the wall body, an operation hole for the top construction of the vertical bottom pillar is formed in the connecting position of the bottom end part of the inner side of the horizontal beam, a supporting gasket is fixedly connected to the vertical bottom pillar,
the elevation adjuster is connected on the horizontal beam in an adjustable manner from top to bottom, the bottom of the upper part bearing wall superstructure of the elevation adjuster is arranged on the horizontal beam, the elevation adjuster comprises an elevation adjusting screw rod, a panel bearing plate, a rotating column head and a vertical screw sleeve, the rotating column head is fixedly connected at the center of the top of the panel bearing plate in the middle, the panel bearing plate can be disassembled at the top of the elevation adjusting screw rod, a supporting gasket is fixedly connected on the inner wall of the top of the vertical bottom column to an operation hole, the vertical screw sleeve is fixedly connected on the supporting gasket in the middle, the horizontal beam perforation for the elevation adjusting screw rod to penetrate is arranged at the corresponding position of the vertical screw sleeve and at the top part of the inner side of the horizontal beam, and the horizontal beam perforation is communicated with the vertical screw sleeve,
the bottom of elevation adjusting screw passes the level roof beam and perforates and vertical screw rod sleeve threaded connection, panel bearing board bearing wall body superstructure's bottom.
The horizontal fastener can be adjusted to penetrate through the top end part of the vertical top column,
the bracket opposite-pulling assembly penetrates through the vertical jacking column to be connected with the bracket assemblies on two sides in a pulling mode.
The bracket component further comprises a counter moment trapezoidal plate, and the counter moment trapezoidal plate is fixedly connected to the position, where the horizontal beam and the vertical bottom pillar form an internal corner.
Vertical foundation and horizontal beam are square steel pipe, the operation entrance to a cave is seted up on the bottom plate of horizontal beam, the horizontal beam is perforated and is seted up on the roof of horizontal beam, the support gasket is square iron sheet board, and it has pipe wall connect the through-hole to correspond its hookup location department with the support gasket on the pipe wall of vertical foundation to open, and the edge of support gasket corresponds pipe wall connect the through-hole and opens and has gasket connection blind hole, and two holes align and through the screw anchor that excels in, the edge of support gasket and the top portion of vertical foundation are all around through welded connection.
Still open the gasket hole that supplies elevation adjusting screw to run through on the supporting pad, elevation adjusting screw's bottom is passed the gasket hole and is got into vertical foundation and spacing through high strength screw four sides.
The vertical top pillar is a square steel pipe, a horizontal fastening hole is formed in the top of the vertical top pillar, the horizontal fastening device comprises a fastening screw, a fastening top plate, a fastening limit nut and a fastening screw sleeve, the fastening screw sleeve is fixedly connected in the vertical top pillar, two ends of the fastening screw sleeve are respectively communicated with the horizontal fastening holes in two sides, the fastening screw is in threaded connection with the fastening screw sleeve, two ends of the fastening screw sleeve penetrate out of the vertical top pillar respectively, the outer end portion of the fastening screw sleeve is fastened through the fastening limit nut, and the inner end portion of the fastening screw sleeve is detachably connected with the fastening top plate.
The bracket split component comprises a bracket split bolt, a bracket sleeve and a bracket split nut, a bracket bolt hole for the bracket split bolt to penetrate through is formed in the vertical base column, the bracket split nut is fastened at the outer end of the bracket split bolt, and the bracket sleeve is sleeved between the outer side of the bracket split bolt, the vertical base column and the bracket split nut.
Compared with the prior art, the utility model has the following characteristics and beneficial effects:
according to the utility model, the bracket assembly is assembled through design, and the components such as the elevation regulator and the horizontal fastener used on the bracket assembly are matched to carry out vertical height adjustment and horizontal reinforcement on the upper structure reinforcement of the wall body, wherein the elevation regulator can ensure that workers on the upper structure can easily adjust the elevation of the upper structure through adjusting the elevation regulator, the problem of slab staggering during the upper structure construction caused by overlong wall body and operation errors of workers is avoided, the time spent on the upper structure adjustment is greatly reduced, the elevation adjustment method is simple to operate, the manual maintenance cost caused by slab staggering in the later period is saved, the horizontal reinforcement can ensure that the upper structure can be better clamped on two sides, and the operation stability during the upper structure construction is ensured.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of the present invention.
Fig. 2 is a schematic perspective view of fig. 1.
Figure 3 is a schematic view of the bottom adjustment brace.
Fig. 4 is another angular schematic of fig. 3.
Fig. 5 is a schematic view of the structure of fig. 4 with the horizontal fastener and the level adjuster removed.
Fig. 6 is a schematic view of the structure of fig. 6 with the horizontal fastener and the level adjuster removed.
Fig. 7 is a schematic view of the structure of a horizontal beam.
Fig. 8 is a schematic view of the elevation adjuster.
Fig. 9 is a schematic view of the structure of the vertical bottom pillar.
Fig. 10 is a schematic view of the fig. 9 structure with the support pad installed.
Fig. 11 is a schematic view of the structure of the support spacer.
Fig. 12 is a schematic view of another support pad.
Fig. 13 is a schematic view of the structure of a vertical top pillar.
Reference numerals: 1-wall body, 4-bracket assembly, 41-vertical bottom column, 42-horizontal beam, 43-vertical top column, 44-operation hole, 45-horizontal beam through hole, 46-pipe wall connecting through hole, 47-horizontal fastening hole, 5-horizontal fastener, 51-fastening screw rod, 52-fastening top plate, 53-fastening limit nut, 54-fastening screw rod sleeve, 6-elevation adjuster, 61-elevation adjusting screw rod, 62-panel supporting plate, 63-rotating column cap, 64-vertical screw rod sleeve, 65-gasket connecting blind hole, 66-gasket hole, 67-supporting gasket, 8-bracket counter-pulling assembly, 81-bracket counter-pulling bolt, 82-bracket sleeve, 83-bracket counter-pulling nut, 12-counter moment trapezoidal plate and 13-high-strength screw.
Detailed Description
Referring to fig. 1-2, an adjusting and supporting system for a wall superstructure includes a set of bottom adjusting and supporting devices symmetrically clamped on both sides of a connecting position of a wall 1 and arranged at intervals along the width direction of the wall. Referring to fig. 3-13, the bottom adjustment brace comprises a bracket assembly 4, a horizontal fastener 5, an elevation adjuster 6 and a bracket split assembly 8, wherein the bracket assembly 4 is overall Z-shaped and comprises a vertical bottom column 41, a horizontal beam 42 and a vertical top column 43, the top end part of the outer side of the horizontal beam 42 is fixedly connected with the bottom of the vertical top column 43, and the horizontal beam and the vertical top column form an L shape.
The bottom end part of the inner side of the horizontal beam 42 is fixedly connected to the top of the vertical bottom pillar 41, the end surface of the inner side of the horizontal beam 42 is flush with the surface of the inner side of the vertical bottom pillar 41 and clings to the surface of the outer side of the wall body 1, and an operation hole 44 for top construction of the vertical bottom pillar 41 is formed at the connecting position of the bottom end part of the inner side of the horizontal beam 42. And a support gasket 67 is fixedly connected to the vertical bottom column 41.
Referring to fig. 7 and 9, the vertical bottom pillar 41 and the horizontal beam 42 are both square steel tubes, the operation hole 44 is formed in the bottom plate of the horizontal beam 42, and the horizontal beam through hole 45 is formed in the top plate of the horizontal beam 42.
Referring to fig. 8, the elevation adjuster 6 is vertically adjustably connected to the horizontal beam 42, the upper part of the elevation adjuster 6 supports the bottom of the upper structure of the wall, the elevation adjuster 6 comprises an elevation adjusting screw 61, a panel supporting plate 62, a rotary column head 63 and a vertical screw sleeve 64, the rotation column head 63 is fixedly connected to the center of the top of the panel support plate 62 in the middle, the panel support plate 62 can be detached from the top of the elevation adjusting screw 61, the support pad 67 is fixedly connected to the top inner wall of the vertical bottom pillar 41 opposite to the operation hole 44, vertical screw sleeve 64 is fixed connection on supporting shim 67 centrally, the horizontal beam perforation 45 that supplies elevation adjusting screw 61 to run through is opened to the inboard top end portion of the corresponding position department of vertical screw sleeve 64, horizontal beam 42, and horizontal beam perforation 45 communicates with vertical screw sleeve 64.
Referring to fig. 10 to 11, the supporting pad 67 is a square iron plate, a pipe wall connecting through hole 46 is formed in the pipe wall of the vertical bottom pillar 41 corresponding to the connecting position of the pipe wall connecting through hole and the supporting pad 67, a pad connecting blind hole 65 is formed in the edge of the supporting pad 67 corresponding to the pipe wall connecting through hole 46, the two holes are aligned and anchored by a high-strength screw 13, and the edge of the supporting pad 67 is connected with the periphery of the top end portion of the vertical bottom pillar 41 by welding.
Referring to fig. 11-12, the support pads 67 support the gravitational forces transmitted by the superstructure through the vertical screw bushings. It has the gasket hole 66 that supplies elevation adjusting screw 61 to run through also to open on supporting pad 67, and blind hole 65 and gasket hole 66 intercommunication are connected to the gasket this moment, and high strength screw 13 passes gasket connection blind hole 65 and gets into gasket hole 66, the bottom of elevation adjusting screw 61 passes gasket hole 66 and gets into vertical foundation 41 and spacing through high strength screw 13 four sides.
The corbel assembly further comprises a counter moment trapezoidal plate 12, and the counter moment trapezoidal plate 12 is fixedly connected to the position, where the horizontal beam 42 and the vertical bottom pillar 41 form an internal corner.
The horizontal fastener 5 can be adjusted to pass through the top end part of the vertical top column 43.
Referring to fig. 13, the vertical top pillar 43 is a square steel pipe, the top of the vertical top pillar 43 is provided with a horizontal fastening hole 47, the horizontal fastening device 5 includes a fastening screw 51, a fastening top plate 52, a fastening limit nut 53 and a fastening screw sleeve 54, the fastening screw sleeve 54 is fixedly connected in the vertical top pillar 43, two ends of the fastening screw sleeve 54 are respectively communicated with the horizontal fastening holes 47 at two sides, the fastening screw 51 is in threaded connection with the fastening screw sleeve 54, two ends of the fastening screw penetrate out of the vertical top pillar 43 respectively, the outer end part of the fastening screw is fastened through the fastening limit nut 53, and the inner end part of the fastening screw is detachably connected with the fastening top plate 52.
In this embodiment, the length of the horizontal beam is 240mm, and the vertical screw sleeve 64 has the same inner diameter as the horizontal beam through-hole 45. The size of the operation hole is 50mm multiplied by 50 mm. The height of the vertical top column is 95mm, two horizontal fastening holes 47 with the diameter of 20mm are symmetrically formed in the center position which is 25mm below the top surface of the vertical top column, two rows of bracket bolt holes with the diameter of 20mm are reserved in the vertical bottom column, the number of the high-strength screws 13 is six, at least one bolt hole is formed in each side, and two sides of the high-strength screws are arranged oppositely.
The bracket oppositely-pulling assembly 8 penetrates through the vertical top column 43 to be connected with the bracket assemblies on two sides in a pulling mode. Bracket is to drawing subassembly 8 includes bracket is to drawing bolt 81, bracket sleeve pipe 82 and bracket is to drawing nut 83, it has the bracket bolt hole that supplies bracket to drawing bolt 81 to run through to open on the vertical foundation 41, bracket is to drawing nut 83 fastening at the outer tip of bracket to drawing bolt 81, bracket sleeve pipe 82 cup joints between bracket is to drawing bolt 81's the outside, vertical foundation 41 and bracket are to drawing nut 83.
The construction method of the wall upper structure adjusting and supporting system,
step one, a wall body 1 is constructed.
Step two, processing the vertical bottom column 41, the horizontal beam 42, the vertical top column 43 and the supporting gasket 67 in a factory; a horizontal fastening hole 47 is formed in the vertical top column 43; an operation hole 44 and a horizontal beam through hole 45 are formed in the horizontal beam 42; a bracket bolt hole and a pipe wall connecting through hole 46 are formed in the vertical bottom column 41; the support pad 67 is provided with a pad connecting blind hole 65.
And step three, welding the top of the outer end of the horizontal beam 42 and the bottom of the vertical top pillar 43, placing the fastening screw sleeve 54 on the top of the vertical top pillar 43, aligning and communicating two ends of the fastening screw sleeve 54 with the horizontal fastening hole 47, then fixedly connecting the fastening screw sleeve 54 with the vertical top pillar 43, penetrating the fastening screw 51 into the fastening screw sleeve 54, and sequentially assembling the fastening top plate 52 and the fastening limit nut 53 at two ends.
And step four, placing the supporting gasket 67 at the top of the vertical bottom pillar 41, aligning the pipe wall connecting through hole 46 and the gasket connecting blind hole 65, anchoring through the high-strength screw 13, and then welding the periphery of the supporting gasket 67 and the inner wall of the vertical bottom pillar 41.
Step five, the bottom of the vertical screw sleeve 64 is welded to the center of the upper side of the support washer 67.
Aligning the operation hole 44 of the horizontal beam 42 with the top of the vertical bottom pillar 41, enabling the size of the operation hole 44 to be matched with the inner diameter of the vertical bottom pillar 41, then enabling the vertical screw sleeve 64 to pass through the operation hole 44, aligning and communicating the upper opening of the vertical screw sleeve 64 with the horizontal beam through hole 45, and welding the bottom of the inner end of the horizontal beam 42 with the top of the vertical bottom pillar 41; the elevation adjusting screw 61 and the panel support plate 62 are welded, and then the bottom of the elevation adjusting screw 61 is inserted into the vertical screw sleeve 64.
And step seven, welding a counter moment trapezoidal plate 12 between the horizontal beam 42 and the vertical bottom column 41 to resist the bending moment outwards generated by the horizontal fastener in the use process.
Step eight, utilizing the poured wall body 1, namely a wall body bolt hole formed in the guide wall, enabling a bracket counter-pulling bolt 81 in the bracket counter-pulling assembly to penetrate through the bracket bolt hole and the wall body bolt hole, then sequentially installing a bracket sleeve 82, a bracket counter-pulling nut 83 and a gasket, and fixedly pulling the bracket assembly and the guide wall, so that the bracket assembly can be stably and firmly fixed.
Claims (6)
1. The utility model provides a wall body superstructure adjustment supporting system which characterized in that: including the symmetry press from both sides and establish in wall body (1) joint department both sides, along the width direction interval of wall body a set of bottom adjustment supporting device that is provided with, bottom adjustment supporting device includes bracket subassembly (4), horizontal binding (5), elevation regulator (6) and bracket split subassembly (8), bracket subassembly (4) wholly is the Z type, including vertical sill pillar (41), horizontal beam (42) and vertical fore-set (43), the outside top portion of horizontal beam (42) and the bottom fixed connection of vertical fore-set (43) and both form the L type,
the bottom end part of the inner side of the horizontal beam (42) is fixedly connected to the top of the vertical bottom column (41), the end surface of the inner side of the horizontal beam (42) is flush with the surface of the inner side of the vertical bottom column (41) and clings to the surface of the outer side of the wall body (1), an operation hole (44) for top construction of the vertical bottom column (41) is formed in the connecting position of the bottom end part of the inner side of the horizontal beam (42), a supporting gasket (67) is fixedly connected to the vertical bottom column (41),
the adjustable connection is on horizontal beam (42) about elevation regulator (6), the bottom of the upper portion bearing wall superstructure of elevation regulator (6), elevation regulator (6) include elevation adjusting screw (61), panel bearing board (62), rotate column cap (63) and vertical screw rod sleeve (64), institute rotate column cap (63) fixed connection at the top central authorities of panel bearing board (62) placed in the middle, the top at elevation adjusting screw (61) can be dismantled in panel bearing board (62), support gasket (67) just to operation entrance to a cave (44) fixed connection on the top inner wall of vertical sill (41), vertical screw rod sleeve (64) fixed connection placed in the middle is on support gasket (67), the corresponding position department of vertical screw rod sleeve (64), the inboard top portion of horizontal beam (42) open have the horizontal beam perforation (45) that supply elevation adjusting screw (61) to run through, the horizontal beam through hole (45) is communicated with a vertical screw sleeve (64),
the bottom of the elevation adjusting screw rod (61) penetrates through a horizontal beam through hole (45) to be in threaded connection with a vertical screw rod sleeve (64), the panel bearing plate (62) bears the bottom of the upper structure of the wall body,
the horizontal fastener (5) can be adjusted to pass through the top end part of the vertical top column (43),
the bracket oppositely-pulling assembly (8) penetrates through the vertical top column (43) to be connected with the bracket assemblies on two sides in a pulling mode.
2. The system of claim 1 wherein: the bracket component further comprises a counter moment trapezoidal plate (12), and the counter moment trapezoidal plate (12) is fixedly connected to the position, where a concave angle is formed, of the horizontal beam (42) and the vertical bottom column (41).
3. The system of claim 2 wherein: vertical foundation (41) and horizontal beam (42) are the square steel pipe, operation entrance to a cave (44) is seted up on the bottom plate of horizontal beam (42), the horizontal beam is perforated (45) and is seted up on the roof of horizontal beam (42), support gasket (67) are square iron sheet board, and it has pipe wall connecting through hole (46) to correspond its hookup location department with support gasket (67) on the pipe wall of vertical foundation (41), and the edge of support gasket (67) corresponds pipe wall connecting through hole (46) and opens and has gasket connection blind hole (65), and two holes align and anchor through high strength screw (13), the edge of support gasket (67) and the top portion of vertical foundation (41) are all around through welded connection.
4. The system of claim 3 wherein: still open gasket hole (66) that supply elevation adjusting screw (61) to run through on supporting pad (67), the bottom of elevation adjusting screw (61) is passed gasket hole (66) and is got into vertical foundation (41) and spacing through high strength screw (13) four sides.
5. The system of claim 3 or 4 wherein: the vertical top pillar (43) is a square steel pipe, a horizontal fastening hole (47) is formed in the top of the vertical top pillar (43), the horizontal fastening device (5) comprises a fastening screw (51), a fastening top plate (52), a fastening limit nut (53) and a fastening screw sleeve (54), the fastening screw sleeve (54) is fixedly connected in the vertical top pillar (43), two ends of the fastening screw sleeve are respectively communicated with the horizontal fastening holes (47) on two sides, the fastening screw (51) is in threaded connection with the fastening screw sleeve (54), two ends of the fastening screw sleeve penetrate out of the vertical top pillar (43), the outer end part of the fastening screw sleeve is fastened through the fastening limit nut (53), and the inner end part of the fastening screw sleeve is detachably connected with the fastening top plate (52).
6. The system of claim 5 wherein: bracket is to drawing subassembly (8) including bracket is to drawing bolt (81), bracket sleeve pipe (82) and bracket is to drawing nut (83), it has the bracket bolt hole that supplies bracket to drawing bolt (81) to run through to open on vertical foundation (41), bracket is to drawing nut (83) fastening at the outer tip of bracket to drawing bolt (81), bracket sleeve pipe (82) cup joint between the outside of bracket to drawing bolt (81), vertical foundation (41) and bracket are to drawing nut (83).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122464673.0U CN216476379U (en) | 2021-10-13 | 2021-10-13 | Wall body superstructure adjustment supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122464673.0U CN216476379U (en) | 2021-10-13 | 2021-10-13 | Wall body superstructure adjustment supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216476379U true CN216476379U (en) | 2022-05-10 |
Family
ID=81439762
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122464673.0U Active CN216476379U (en) | 2021-10-13 | 2021-10-13 | Wall body superstructure adjustment supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216476379U (en) |
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2021
- 2021-10-13 CN CN202122464673.0U patent/CN216476379U/en active Active
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