CN110259021A - A kind of rock beam hanger structure - Google Patents
A kind of rock beam hanger structure Download PDFInfo
- Publication number
- CN110259021A CN110259021A CN201910519186.4A CN201910519186A CN110259021A CN 110259021 A CN110259021 A CN 110259021A CN 201910519186 A CN201910519186 A CN 201910519186A CN 110259021 A CN110259021 A CN 110259021A
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- China
- Prior art keywords
- rock beam
- back bar
- notch
- bolt
- vertical
- 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.)
- Withdrawn
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- 239000011435 rock Substances 0.000 title claims abstract description 94
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 230000007246 mechanism Effects 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 description 20
- 239000004575 stone Substances 0.000 description 13
- 239000000463 material Substances 0.000 description 11
- 230000006872 improvement Effects 0.000 description 9
- 238000009434 installation Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000008447 perception Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 231100000241 scar Toxicity 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
- E04F13/0808—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall adjustable in several directions one of which is perpendicular to the wall
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Finishing Walls (AREA)
Abstract
The invention discloses a kind of rock beam hanger structures, including rock beam；Back bar, in the back side for being fixed on rock beam vertically, back bar is equipped with L v notch v, and it further includes the vertical slots for connecting and upwardly extending vertical with level trough that L v notch v, which includes the level trough positioned at L v notch v port,；L shape pendant, including horizontal plate member connected vertically, vertical plate, horizontal plate member are fixed with wall, and L shape pendant is caught in L v notch v；Bolt is adjusted, has the threaded hole that assembly adjusts bolt in back bar, adjusts the perpendicular principal plane in rock beam of own axes of bolt, one for adjusting bolt has the conical section contacted at the top of vertical plate.It can be finely tuned up and down using the invention rock beam, guarantee that the seam of adjacent rock beam is unified.It adjusts screw and realizes that rock beam is finely tuned up and down using wedge mechanism principle, adjust the adjusting of bolt controlled angle and facilitate personnel to it.
Description
Technical field
The present invention relates to building decoration fields, and in particular to a kind of rock beam hanger structure.
Background technique
With the progress in epoch and the raising of living standards of the people, the aesthetic consciousness of people is increasingly harsh, not only to stone material
Like and also to the lines of flower stone material with it is logical especially chase after it is high.Big plate width stone material installation is brought, while chasing after high for construction
Difficulty is brought, also brings uncontrollable factor for effect whole after assembly, while security risk has also occurred.
For the installation of big plate width stone material, the pendant routinely selected is lambdoid dry-hanging piece for stone, and such pendant is exactly
It is used cooperatively with AB glue and cloud stone glue, although solving the flatness error of stone material and stone material surface in construction, can not be solved
The size of stone material and stone material gap up and down, and make troubles the dismounting of later period stone material maintenance, the especially big plate of large area
When the rock beam installation of width, the scale error of rock beam is easy accumulation, can not thoroughly solve from the manufacturing side of rock beam, to improve packaging
Quality, live rock beam installation needs adaptability trim locations always.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of rock beam hanger structure, and rock beam can finely tune up and down, guarantees phase
The seam of adjacent rock beam is unified.It adjusts screw and realizes that rock beam is finely tuned up and down using wedge mechanism principle, adjust bolt controls angle
Facilitate adjusting of the personnel to it.
To solve the above problems, the present invention provides a kind of rock beam hanger structure, in order to achieve the above objectives, the present invention solves it
Technical solution used by technical problem is:
A kind of rock beam hanger structure, comprising: rock beam；Back bar, in the back side for being fixed on rock beam vertically, back bar is equipped with L shape
Notch, L v notch v include the level trough positioned at L v notch v port, further include vertical with level trough connecting and upwardly extending perpendicular
Straight trough；L shape pendant, including horizontal plate member connected vertically, vertical plate, horizontal plate member are fixed with wall, and L shape pendant is caught in L
In v notch v；Bolt is adjusted, has the threaded hole that assembly adjusts bolt in back bar, the own axes for adjusting bolt are perpendicular in rock
The principal plane of plate, one for adjusting bolt have the conical section contacted at the top of vertical plate.
Beneficial effect by adopting the above technical scheme is: there is dislocation, the unequal feelings in gap in the rock beam after avoiding installation
Condition, rock beam can finely tune up and down.Later period detachable maintaining also facilitates.Meet the perception and quality requirement of entire stone material surface.Pass through
To the reasonable utilization of lacing film, guarantee planarization, the uniformity of scar layer entirety.After L shape pendant and L v notch v hook, rock beam is not
It easily slips, rock beam itself has translation freedoms in left-right direction, to improve the seam between the adjacent rock beam in left and right.Pass through knob
Bolt is adjusted, the extruding using conical section to L shape pendant, due to the self weight of rock beam, L shape pendant remains again with conical section
The state of contact.The fine tuning of rock beam upper and lower position may be implemented, again using wedge mechanism principle to improve between neighbouring rock beam
Seam, adjust the adjusting of bolt controlled angle and facilitate personnel to it.Back bar provides position behind for rock beam for L v notch v
It sets, while also providing enhanced the structural strength of rock beam.
As a further improvement of the present invention, single rock beam at least has two vertical back bars, and each back bar at least has
Standby two are in the L v notch v of different height.
Beneficial effect by adopting the above technical scheme is: guaranteeing that every block of rock beam at least there are four fixed point, guarantees that rock beam is solid
Stability after fixed hook.
As a further improvement of the present invention, single back bar includes two panels plate disposed in parallel, and plate and rock beam hang down
It is direct-connected to connect, gap is constituted in same back bar between two plates, the end of back bar has the end plate of vertically two plates of connection.
Beneficial effect by adopting the above technical scheme is: gap provides space to adjust bolt, and end plate enhances back
The structural strength of item, guarantees the width dimensions in gap, while reducing the whereabouts of impurities and dust and polluting adjusting bolt.
As further improvement of the invention, the cross section of back bar is Qian font.
Beneficial effect by adopting the above technical scheme is: the back bar of Qian font makes two plates in same back bar be one
Body, structural strength is stronger, and the contact fixed position with rock beam is also provided for back bar.
As further improvement of the invention, it is vertically connected with fixed plate between two plates in same back bar, it is fixed
Plate is parallel with rock beam principal plane and has the threaded hole that assembly adjusts bolt.
Beneficial effect by adopting the above technical scheme is: on the one hand fixed plate further enhances the structural strength of back bar,
On the one hand it provides and adjusts the matched internal screw thread of bolt.
As further improvement of the invention, have inclined-plane, inclined-plane and adjusting bolt itself axis at the top of vertical plate
The angle of line is equal to the bus of conical section and adjusts the angle of bolt own axes.
Beneficial effect by adopting the above technical scheme is: the outer tangential contact in inclined-plane and circular conical surface at the top of vertical plate, phase
Become smaller than point contact pressure, adjusts bolt, L shape pendant is not easy deformation damage in adjustment process.
As further improvement of the invention, conical section adjusts bolt away from circle between fixed plate and rock beam
One end of cone section has expansion-head.
Beneficial effect by adopting the above technical scheme is: adjusting bolt own axes is in horizontally disposed and expansion-head court
Outside, it is operated convenient for manpower or spanner.
As further improvement of the invention, the width up and down of the level trough of L v notch v is vertical not less than L shape pendant
The height of plate, the thickness of vertical plate are equal to the horizontal width of vertical slots on L v notch v.
Beneficial effect by adopting the above technical scheme is: L shape pendant is just hooked with L v notch v, and the rock beam after hook is not
Easy to fall off, the width up and down of L v notch v level trough is greater than the height of the vertical plate of L shape pendant, guarantees that L shape pendant can assemble
Enter, at the same for rock beam it is vertical on fine tuning provide space.The thickness of vertical plate is equal to the level of vertical slots on L v notch v
Width guarantees that vertical slots are bonded with vertical plate, and the rock beam after hook will not loosening in mode horizontal direction.
As further improvement of the invention, has waist-shaped hole on horizontal plate member, waist-shaped hole is upper through horizontal plate member
Lower surface, the length direction of waist-shaped hole and the length direction of horizontal plate member are parallel.
Beneficial effect by adopting the above technical scheme is: waist-shaped hole provides fixed position, while waist-shaped hole and common spiral shell
Bolt collocation provides possibility perpendicular to the fine tuning on own layer direction for rock beam edge.
As further improvement of the invention, rock beam is perpendicular to the height on rock beam direction with a thickness of 6mm, back bar edge
20mm, the width up and down of level trough are 50mm, and the horizontal width of vertical slots is 8mm.
Beneficial effect by adopting the above technical scheme is: the selection of size meets the needs of structural strength, while also guaranteeing L
The speed of v notch v and the assembly of L shape pendant.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the perspective view of one embodiment of the present invention；
Fig. 2 is the partial sectional view of one embodiment of the present invention.
1- rock beam；2- adjusts bolt；3-L shape pendant；4- back bar；5- waist-shaped hole；6-L v notch v；7- horizontal plate member；8- is perpendicular
Straight panel part；The gap 9-；10- end plate；11- expansion-head；12- thread segment；13- fixed plate；14- conical section；The inclined-plane 15-.
Specific embodiment
Combined with specific embodiments below, the contents of the present invention are described in further detail:
In order to reach the purpose of the present invention, a kind of rock beam hanger structure, comprising: rock beam 1；Back bar 4 is fixed on rock in vertical
The back side of plate 1, back bar 4 are equipped with L v notch v 6, and L v notch v 6 includes the level trough positioned at 6 port of L v notch v, further include and water
It rises as high as the banks the vertically vertical slots that connect and upwardly extend；L shape pendant 3, including horizontal plate member connected vertically 7, vertical plate 8, water
Flat part 7 is fixed with wall, and L shape pendant 3 is caught in L v notch v 6；Bolt 2 is adjusted, has assembly in back bar 4 and adjusts bolt 2
Threaded hole adjusts the perpendicular principal plane in rock beam 1 of own axes of bolt 2, and one for adjusting bolt 2 has and vertical plate
The conical section 14 that 8 tops contact.
Beneficial effect by adopting the above technical scheme is: there is dislocation, the unequal feelings in gap in the rock beam after avoiding installation
Condition, rock beam can finely tune up and down.Later period detachable maintaining also facilitates.Meet the perception and quality requirement of entire stone material surface.Pass through
To the reasonable utilization of lacing film, guarantee planarization, the uniformity of scar layer entirety.After L shape pendant and L v notch v hook, rock beam is not
It easily slips, rock beam itself has translation freedoms in left-right direction, to improve the seam between the adjacent rock beam in left and right.Pass through knob
Bolt is adjusted, the extruding using conical section to L shape pendant, due to the self weight of rock beam, L shape pendant remains again with conical section
The state of contact.The fine tuning of rock beam upper and lower position may be implemented, again using wedge mechanism principle to improve between neighbouring rock beam
Seam, adjust the adjusting of bolt controlled angle and facilitate personnel to it.Back bar provides position behind for rock beam for L v notch v
It sets, while also providing enhanced the structural strength of rock beam.
In other embodiments of the invention, single rock beam 1 at least has two vertical back bars 4, each back bar 4
At least have two L v notch vs 6 for being in different height.
Beneficial effect by adopting the above technical scheme is: guaranteeing that every block of rock beam at least there are four fixed point, guarantees that rock beam is solid
Stability after fixed hook.
In other embodiments of the invention, single back bar 4 includes two panels plate disposed in parallel, plate and rock beam
1 vertically connects, and constitutes gap 9 in same back bar 4 between two plates, and the end of back bar 4 has vertical two plates of connection
End plate 10.
Beneficial effect by adopting the above technical scheme is: gap provides space to adjust bolt, and end plate enhances back
The structural strength of item, guarantees the width dimensions in gap, while reducing the whereabouts of impurities and dust and polluting adjusting bolt.
In other embodiments of the invention, the cross section of back bar 4 is Qian font.
Beneficial effect by adopting the above technical scheme is: the back bar of Qian font makes two plates in same back bar be one
Body, structural strength is stronger, and the contact fixed position with rock beam is also provided for back bar.
In other embodiments of the invention, it is vertically connected with fixed plate 13 between two plates in same back bar 4,
Fixed plate 13 is parallel with 1 principal plane of rock beam and has the threaded hole that assembly adjusts bolt 2.
Beneficial effect by adopting the above technical scheme is: on the one hand fixed plate further enhances the structural strength of back bar,
On the one hand it provides and adjusts the matched internal screw thread of bolt.
In other embodiments of the invention, the top of vertical plate 8 has inclined-plane 15, inclined-plane 15 and adjusting bolt
The angle of 2 own axes is equal to the bus of conical section 14 and adjusts the angle of 2 own axes of bolt.
Beneficial effect by adopting the above technical scheme is: the outer tangential contact in inclined-plane and circular conical surface at the top of vertical plate, phase
Become smaller than point contact pressure, adjusts bolt, L shape pendant is not easy deformation damage in adjustment process.
In other embodiments of the invention, conical section 14 adjusts bolt 2 between fixed plate 13 and rock beam 1
Has expansion-head 11 in one end away from conical section 14.
As shown in Fig. 2, adjust bolt 2 has the thread segment assembled with threaded hole between expansion-head 11 and conical section 14
12.Expansion-head 11 can be interior hexagonal or outer-hexagonal structure.
Beneficial effect by adopting the above technical scheme is: adjusting bolt own axes is in horizontally disposed and expansion-head court
Outside, it, is operated convenient for manpower or spanner.
In other embodiments of the invention, the width up and down of the level trough of L v notch v 6 is not less than L shape pendant 3
The height of vertical plate 8, the thickness of vertical plate 8 are equal to the horizontal width of vertical slots on L v notch v 6.
As shown in Figure 1, vertical plate 8 is greater than two plates in same back bar 4 along the horizontal width for being parallel to 1 direction of rock beam
The distance between.
Beneficial effect by adopting the above technical scheme is: L shape pendant is just hooked with L v notch v, and the rock beam after hook is not
Easy to fall off, the width up and down of L v notch v level trough is greater than the height of the vertical plate of L shape pendant, guarantees that L shape pendant can assemble
Enter, at the same for rock beam it is vertical on fine tuning provide space.The thickness of vertical plate is equal to the level of vertical slots on L v notch v
Width guarantees that vertical slots are bonded with vertical plate, and the rock beam after hook will not loosening in mode horizontal direction.
In other embodiments of the invention, has waist-shaped hole 5 on horizontal plate member 7, waist-shaped hole 5 runs through horizontal plate member
The length direction of 7 upper and lower surface, waist-shaped hole 5 is parallel with the length direction of horizontal plate member 7.
Beneficial effect by adopting the above technical scheme is: waist-shaped hole provides fixed position, while waist-shaped hole and common spiral shell
Bolt collocation provides possibility perpendicular to the fine tuning on own layer direction for rock beam edge.
In other embodiments of the invention, rock beam 1 is with a thickness of 6mm, and back bar 4 is on perpendicular to 1 direction of rock beam
Height is 20mm, and the width up and down of level trough is 50mm, and the horizontal width of vertical slots is 8mm.
Beneficial effect by adopting the above technical scheme is: the selection of size meets the needs of structural strength, while also guaranteeing L
The speed of v notch v and the assembly of L shape pendant.
The above embodiments merely illustrate the technical concept and features of the present invention, and its object is to allow person skilled in the art
Scholar can understand the contents of the present invention and be implemented, and it is not intended to limit the scope of the present invention, it is all according to the present invention
Equivalent change or modification made by Spirit Essence, should be covered by the scope of protection of the present invention.
Claims (10)
1. a kind of rock beam hanger structure characterized by comprising
Rock beam；
Back bar, in the back side for being fixed on rock beam vertically, the back bar is equipped with L v notch v, and the L v notch v includes being located at L shape
The level trough of notch port further includes the vertical slots for connecting and upwardly extending vertical with level trough；
L shape pendant, including horizontal plate member connected vertically, vertical plate, the horizontal plate member are fixed with wall, and the L shape is hung
Part is caught in L v notch v；
Bolt is adjusted, has the threaded hole that assembly adjusts bolt in the back bar, the own axes for adjusting bolt are perpendicular
In the principal plane of rock beam, one for adjusting bolt has the conical section contacted at the top of vertical plate.
2. a kind of rock beam hanger structure according to claim 1, it is characterised in that: single rock beam at least has two vertically
Back bar, each back bar at least has two L v notch vs for being in different height.
3. a kind of rock beam hanger structure according to claim 1, it is characterised in that: single back bar includes that two panels is arranged in parallel
Plate, the plate is vertical with rock beam to be connect, and constitutes gap in same back bar between two plates, and the end of back bar has vertical
The direct-connected end plate for connecing two plates.
4. a kind of rock beam hanger structure according to claim 3, it is characterised in that: the cross section of the back bar is Qian word
Shape.
5. a kind of rock beam hanger structure according to claim 3, it is characterised in that: hang down between two plates in same back bar
Direct-connected to be connected to fixed plate, the fixed plate is parallel with rock beam principal plane and has the threaded hole that assembly adjusts bolt.
6. a kind of rock beam hanger structure according to claim 5, it is characterised in that: have at the top of the vertical plate tiltedly
Face, the inclined-plane and the angle for adjusting bolt own axes are equal to the bus of conical section and adjust the angle of bolt own axes.
7. a kind of rock beam hanger structure according to claim 6, it is characterised in that: the conical section is located at fixed plate and rock
Between plate, the adjusting bolt has expansion-head in one end away from conical section.
8. a kind of rock beam hanger structure according to claim 1, it is characterised in that: the level trough of the L v notch v it is upper
Lower width is not less than the height of the vertical plate of L shape pendant, and the thickness of the vertical plate is equal to the water of vertical slots on L v notch v
Flat width.
9. a kind of rock beam hanger structure according to claim 1, it is characterised in that: have waist type on the horizontal plate member
Hole, the waist-shaped hole run through the upper and lower surface of horizontal plate member, the length direction of the waist-shaped hole and the length direction of horizontal plate member
In parallel.
10. a kind of rock beam hanger structure according to claim 1, it is characterised in that: the rock beam is described with a thickness of 6mm
For back bar along being 20mm perpendicular to the height on rock beam direction, the width up and down of the level trough is 50mm, the water of the vertical slots
Flat width is 8mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910519186.4A CN110259021A (en) | 2019-06-14 | 2019-06-14 | A kind of rock beam hanger structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910519186.4A CN110259021A (en) | 2019-06-14 | 2019-06-14 | A kind of rock beam hanger structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110259021A true CN110259021A (en) | 2019-09-20 |
Family
ID=67918608
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910519186.4A Withdrawn CN110259021A (en) | 2019-06-14 | 2019-06-14 | A kind of rock beam hanger structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110259021A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837365A (en) * | 2022-05-12 | 2022-08-02 | 中建二局装饰工程有限公司 | Rock plate dry-hanging construction decoration system |
-
2019
- 2019-06-14 CN CN201910519186.4A patent/CN110259021A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114837365A (en) * | 2022-05-12 | 2022-08-02 | 中建二局装饰工程有限公司 | Rock plate dry-hanging construction decoration system |
| CN114837365B (en) * | 2022-05-12 | 2023-10-03 | 中建二局装饰工程有限公司 | Rock plate dry-hanging construction decoration system |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190920 |