CN103590568A - Settlement joint treatment structure - Google Patents
Settlement joint treatment structure Download PDFInfo
- Publication number
- CN103590568A CN103590568A CN201310511035.7A CN201310511035A CN103590568A CN 103590568 A CN103590568 A CN 103590568A CN 201310511035 A CN201310511035 A CN 201310511035A CN 103590568 A CN103590568 A CN 103590568A
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- China
- Prior art keywords
- settlement joint
- base plate
- steel ball
- side seam
- screw thread
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- Road Paving Structures (AREA)
- Processing Of Stones Or Stones Resemblance Materials (AREA)
Abstract
The invention discloses a settlement joint treatment structure comprising threaded support rods (1), bases (2), steel balls (3), hemispherical devices (4) fitting the steel balls, a bottom plate (5), and stone (6). The threaded support rods (1) and the bases (2) are combined and fixed on a concrete floor. The steel balls (3) are connected with the threaded support rods (1) through internal threads to serve as height-adjustable support devices. The hemispherical devices (4) are fixed at positions below the bottom plate (5) and corresponding to the steel balls (3). The stone (6) is bonded on the bottom plate (5). The edge of the stone (6) is provided with edge joints (7). The hemispherical devices (4) and the steel balls (3) are corresponding fitted and combined into a complete structure. Semi-finished products that can be assembled in situ can be produced by taking the advantage of backfield mechanical semi-finished products, manpower cost of field operation is reduced, and technical requirements are lowered.
Description
Technical field
The present invention relates to a kind of settlement joint and process structure.
Background technology
In recent years, the constantly bringing forth new ideas of technology, job practices constantly perfect, has become now and key that future market is competed.Because Structural Engineering construction constantly increases, form of structure and constituent material have all obtained further developing and improving, and the treatment technology of settlement joint, equally also can obtain good economic benefit and social benefit.But with regard to the type of device in current market, the uncertainty that still can not meet building settlement seam moves, thereby can cause the quality problems such as the extruding of settlement joint facing decoration material, stretching, breakage, allows decorative effect have a greatly reduced quality.Meanwhile, this device has also reduced on-the-spot artificial use, has improved operating efficiency, meets decorative product thinking.
There is following drawback in conventional settlement joint wall ground stone material, and the one, along with making stone material, building body displacement produces collision cracking, and drop and cause potential safety hazard; The 2nd, existing stone facing steel structure can not meet the uncertain displacement factor of building body; The 3rd, the on-the-spot operating difficulties of conventional settlement joint treatment technology, operation is loaded down with trivial details, long construction period, and finished product settlement joint cost is high, execute-in-place flexibility is low.
Summary of the invention
The object of the invention is: provide a kind of settlement joint to process structure, it utilizes the advantage of back court machine semiproduct processing, production can field-installed semiproduct, reduce cost of labor and the technical requirements of execute-in-place.
Technical scheme of the present invention is: a kind of settlement joint is processed structure, it comprise screw thread support bar, base, steel ball, with identical hemispherical device, base plate, the stone material of steel ball, described screw thread support bar and base combination are fixed on concrete surface, and steel ball is connected as height-adjustable device with screw thread support bar by Nei Yasi; Described hemispherical device be fixed under base plate with steel ball correspondence position, stone material sticks on base plate, stone material border is provided with side seam, the configuration corresponding with steel ball of hemispherical device forms complete structure.
Below technique scheme is further expalined:
Described side seam is passed through sealant sealing.
Described side seam closes up by section bar end cap.
Described side seam closes up by stainless steel end cap.
Described side seam is 10mm.
Described base plate is high strength base plate.
Screw thread support bar is the solid screw mandrel of full tooth.
Advantage of the present invention is: settlement joint of the present invention is processed structure, and it utilizes the advantage of back court machine semiproduct processing, and production can field-installed semiproduct, reduce cost of labor and the technical requirements of execute-in-place; Can realize product batch production and produce, Digit Control Machine Tool cutting, does not need professional to operate, and meets the integrated processing of factory products yet, saves field installation time, and whole device flexible operation, convenience can meet the on-the-spot needs of installing.
Accompanying drawing explanation
The invention will be further described for structure drawings and Examples below:
Fig. 1 is the cross-sectional view of the embodiment of the present invention one;
Fig. 2 is the support device structure schematic diagram of the embodiment of the present invention one;
Fig. 3 is the spherical track schematic diagram of the embodiment of the present invention one;
Fig. 4 is the stone plate cross-sectional view of the embodiment of the present invention one;
Wherein: 1 support bar; 2 bases; 3 steel balls; 4 hemispherical devices; 5 base plates; 6 stone materials; 7 side seams; 81 section bar end caps; 82 stainless steel end caps.
The specific embodiment
Embodiment mono-: as shown in Figure 1, a kind of settlement joint is processed structure, it comprise screw thread support bar 1, base 2, steel ball 3, with supporting hemispherical device 4, base plate 5, stone material 6, side seam 7, the section bar end cap 81 of steel ball.
As shown in Figure 2, according to the screw thread support bar 1 of field condition customization proper height, screw thread support bar 1 is the solid screw mandrel of full tooth, screw thread support bar 1 use expansion bolt is fixed on layer of concrete, guarantee the steadiness of screw thread support bar 1, steel ball 3 is screwed into screw thread support bar 1 by Nei Yasi, and the adjustment by screw thread can regulate height, is convenient to the leveling of device; Screw thread support bar 1 is fixed on concrete surface with base 2 combinations, and steel ball 3 is connected as height-adjustable bracing or strutting arrangement with screw thread support bar 1 by Nei Yasi; Hemispherical device 4 forms and can both guarantee that lifting surface area was constant by the device of circular trace motion with steel ball 3, can fluctuate again.
,Shi Pai basic unit base plate, determines hemispherical device 4 positions as shown in Figure 3, Figure 4, and base plate 5 is high strength base plate; Hemispherical device 4 be fixed under base plate 5 with steel ball 3 correspondence positions, hemispherical device 4 and base plate 5 is fixed, be arranged on bracing or strutting arrangement, two devices are coincide.Paving stone material 6, stone material 6 sticks on base plate 5, the planeness of adjustment and both sides stone material 6, stone material 6 sizes are each empty one centimeter of (10mm) gaps, both sides.Stone material 6 borders are provided with side seam 7.In side seam 7, squeeze into fluid sealant, press section bar end cap 81, form complete structure.The side seam 7 of 10mm forms excessive band by fluid sealant, avoids the very stiff and demanding mutual extruding of stone material 6 when sedimentation, causes damage.Section bar end cap 8 is cut zone both, increases aesthetic measure, covers again both sides stone material 6 being uneven when distortion.
Embodiment bis-: distinguish with embodiment mono-, side seam 7 closes up by stainless steel end cap 82.
It should be pointed out that for the present invention through absolutely proving, also can there is the embodiment of multiple conversion and remodeling, be not limited to above-mentioned specific embodiment.Above-described embodiment is as just explanation of the present invention, rather than limitation of the present invention.In a word, protection scope of the present invention should comprise those apparent conversion or alternative and remodeling to those skilled in the art.
Claims (7)
1. a settlement joint is processed structure, it is characterized in that: it comprise screw thread support bar (1), base (2), steel ball (3), with identical hemispherical device (4), base plate (5), the stone material (6) of steel ball, described screw thread support bar (1) is fixed on concrete surface with base (2) combination, and steel ball (3) is connected as height-adjustable bracing or strutting arrangement with screw thread support bar (1) by Nei Yasi; Described hemispherical device (4) be fixed under base plate (5) with steel ball (3) correspondence position, stone material (6) sticks on base plate (5), stone material (6) border is provided with side seam (7), and hemispherical device (4) configuration corresponding to steel ball (3) forms complete structure.
2. settlement joint according to claim 1 is processed structure, it is characterized in that: described side seam (7) is passed through sealant sealing.
3. settlement joint according to claim 1 and 2 is processed structure, it is characterized in that: described side seam (7) closes up by section bar end cap (81).
4. settlement joint according to claim 1 and 2 is processed structure, it is characterized in that: described side seam (7) closes up by stainless steel end cap (82).
5. settlement joint according to claim 1 and 2 is processed structure, it is characterized in that: described side seam (7) is 10mm.
6. settlement joint according to claim 1 is processed structure, it is characterized in that: described base plate (5) is high strength base plate.
7. settlement joint according to claim 1 is processed structure, it is characterized in that: described screw thread support bar (1) is the solid screw mandrel of full tooth.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310511035.7A CN103590568B (en) | 2013-10-28 | 2013-10-28 | Subsiding crack is processed structure |
Applications Claiming Priority (1)
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CN201310511035.7A CN103590568B (en) | 2013-10-28 | 2013-10-28 | Subsiding crack is processed structure |
Publications (2)
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CN103590568A true CN103590568A (en) | 2014-02-19 |
CN103590568B CN103590568B (en) | 2016-05-11 |
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CN201310511035.7A Active CN103590568B (en) | 2013-10-28 | 2013-10-28 | Subsiding crack is processed structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106894834A (en) * | 2017-03-13 | 2017-06-27 | 北京市轨道交通设计研究院有限公司 | A kind of leading screw branch ejection device and subsidence control method |
CN111622450A (en) * | 2020-06-05 | 2020-09-04 | 陕西福磊建设集团有限公司 | Stone ground construction process |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0489964A (en) * | 1990-07-31 | 1992-03-24 | Sangyo Gijutsu Kenkyusho:Kk | Assembly type floating floor constructing method |
JP2000008596A (en) * | 1998-06-22 | 2000-01-11 | Inax Corp | Tile floor unit and resin base for it |
CN2895571Y (en) * | 2005-06-07 | 2007-05-02 | 刘相雷 | Telescopic-seam-lid for building engineering |
CN202007458U (en) * | 2011-03-28 | 2011-10-12 | 卢家玲 | Novel building deformation joint |
CN102953518A (en) * | 2012-11-14 | 2013-03-06 | 苏州金螳螂建筑装饰股份有限公司 | Settlement joint wall ground stone installation structure |
CN203569844U (en) * | 2013-10-28 | 2014-04-30 | 苏州金螳螂建筑装饰股份有限公司 | Settlement joint processing structure |
-
2013
- 2013-10-28 CN CN201310511035.7A patent/CN103590568B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0489964A (en) * | 1990-07-31 | 1992-03-24 | Sangyo Gijutsu Kenkyusho:Kk | Assembly type floating floor constructing method |
JP2000008596A (en) * | 1998-06-22 | 2000-01-11 | Inax Corp | Tile floor unit and resin base for it |
CN2895571Y (en) * | 2005-06-07 | 2007-05-02 | 刘相雷 | Telescopic-seam-lid for building engineering |
CN202007458U (en) * | 2011-03-28 | 2011-10-12 | 卢家玲 | Novel building deformation joint |
CN102953518A (en) * | 2012-11-14 | 2013-03-06 | 苏州金螳螂建筑装饰股份有限公司 | Settlement joint wall ground stone installation structure |
CN203569844U (en) * | 2013-10-28 | 2014-04-30 | 苏州金螳螂建筑装饰股份有限公司 | Settlement joint processing structure |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106894834A (en) * | 2017-03-13 | 2017-06-27 | 北京市轨道交通设计研究院有限公司 | A kind of leading screw branch ejection device and subsidence control method |
CN111622450A (en) * | 2020-06-05 | 2020-09-04 | 陕西福磊建设集团有限公司 | Stone ground construction process |
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CN103590568B (en) | 2016-05-11 |
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