CN209556421U - Build built-in ruggedized construction - Google Patents
Build built-in ruggedized construction Download PDFInfo
- Publication number
- CN209556421U CN209556421U CN201822104966.6U CN201822104966U CN209556421U CN 209556421 U CN209556421 U CN 209556421U CN 201822104966 U CN201822104966 U CN 201822104966U CN 209556421 U CN209556421 U CN 209556421U
- Authority
- CN
- China
- Prior art keywords
- building
- connection unit
- vertical bar
- ruggedized construction
- 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.)
- Active
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a kind of ruggedized construction built in the building of moulding that do not disfeature.Including the strengthening frame that building interior is arranged in and is connected as one with building inner wall；Strengthening frame includes at least three vertical bars, is connected between vertical bar by connection unit；Multiple groups connection unit is respectively set along short transverse on vertical bar.Connection unit includes the cross bar that both ends are connect with adjacent vertical bar respectively；Connection unit further includes ring support, and ring support setting is connected on the outside of vertical bar with vertical bar.Packing material is arranged in gap between ring support and building inner wall.In every group of connection unit, fixing steel plate is arranged in the infall of two adjacent cross bars, and fixing steel plate and two cross bars all weld；Steel strand wires pass through the fixing steel plate for having upper and lower corresponding relationship of each group connection unit, and steel strand wires both ends are fixed respectively.While reinforcing, protection appearance is constant, and the structures that can satisfy in Industrial Heritage reinforce needs.
Description
Technical field
The utility model belongs to existing buildings transformation field, especially suitable for the towering of the inner hollows such as chimney or water tower
The reinforcing of structures, and in particular to build built-in ruggedized construction.
Background technique
19th century, mid-term started, with the expansion of city size, industrial upgrading, industrial layout planning and adjusting, old industry base
Ground is closed or to city external migration, leaves many industrial and cultural heritages, the handling problems of these Industrial Heritages cause countries in the world
The attention of government and non-government organization, China have also formulated the relevant policies of Industrial Heritage protection and developed application.Industrial Heritage is
Record mankind's process of industrialization important carrier, include the historical information of industrial development different times, have important history,
Art and scientific value.Industrial Heritage includes that the industrial and mining enterprises such as factory floor, chimney, water tower, kiln site, warehouse and mine smelting are useless
Building, place and facility are abandoned, wherein chimney and water tower are most commonly seen Industrial Heritage structures, the protection of these structures
With need to take necessary reinforcement measure before development and utilization, Industrial Heritage protection should follow " principle for not changing historical relic original state "
Carry out strengthening reconstruction.The towering structures such as existing chimney, water tower mainly have brick and concrete structure, and traditional reinforcement means is in cigarette
Chimney or water tower outer wall use ferrocement, concrete bar, band steel structure set, reinforced concrete circle beam constructional column
Equal reinforcement means are not suitable for the chimney and water tower of Industrial Heritage since these methods change the appearance of structures
Strengthening reconstruction.Traditional reinforcement means is not suitable for the reinforcing of Industrial Heritage structures, and Industrial Heritage structure can be retained by needing one kind
The external appearance characteristic of object is built, and can guarantee the ruggedized construction of structures safe utilization.
Summary of the invention
The purpose of the utility model is to provide a kind of ruggedized constructions built in the building of moulding that do not disfeature.
The purpose of this utility model is achieved in that the built-in ruggedized construction of building, including is arranged in building
Portion and the strengthening frame being connected as one with building inner wall；Strengthening frame includes at least three vertical bars, passes through connection unit between vertical bar
It is connected；Multiple groups connection unit is respectively set along short transverse on vertical bar.
Connection unit includes the cross bar that both ends are connect with adjacent vertical bar respectively；Connection unit further includes ring support, ring support
Setting is connected on the outside of vertical bar with vertical bar.
Packing material is arranged in gap between ring support and building inner wall.
In every group of connection unit, fixing steel plate, fixing steel plate and two cross bars are arranged in the infall of two adjacent cross bars
All weld；Steel strand wires pass through the fixing steel plate for having upper and lower corresponding relationship of each group connection unit, and steel strand wires both ends are fixed respectively.
Vertical range between adjacent connection unit gradually becomes smaller from top to bottom.
Bearing diagonal is set between adjacent connection unit, and bearing diagonal is that inclined bar is arranged between two connection units
Part.
Building inner wall setting anchor hole, strengthening frame are connect by anchor bolt with building inner wall.
Vertical bar is fashioned iron, and vertical bar and cross bar weld, and anchor bolt is connected by the hole in U-type groove steel with building inner wall.
Building is chimney, and chimney includes that barrel, strengthening frame bottom are fixed on the basis of chimney, and strengthening frame top is along chimney
The collar tie beam that bears down on one arranges fixing piece, and rain-proof cover, lightning rod is arranged in chimney top.
The beneficial effects of the utility model are: by the way that ruggedized construction is arranged in interior of building, while reinforcing, protection
Appearance is constant, and the structures that can satisfy in Industrial Heritage reinforce needs.Prestressing force is applied to strengthening frame, reaches the mesh of reinforcing
's.Ring support is inner wall gapless, can preferably be reinforced.
Detailed description of the invention
Fig. 1 is chimney facade diagrammatic cross-section.
Fig. 2 is strengthening frame schematic diagram.
Fig. 3 is A-A sectional view.
Fig. 4 is part B enlarged drawing.
Fig. 5 is C portion enlarged drawing.
Fig. 6 is D magnified partial view.
Wherein 1 be chimney, 2 be barrel, 3 be thermal insulation layer, 4 be liner, 5 based on, 6 be strengthening frame, 7 be vertical bar, 8 to cry
Cross bar, 9 be ring support, 10 be bearing diagonal, 13 be anchor hole, 14 be anchor bolt, 15 be fixing piece, 16 be anchor bolt, 17 for bear down on one collar tie beam,
18 it is rain-proof cover, 19 be lightning rod, 20 be fixing steel plate, 21 is steel strand wires.
Specific embodiment
Ruggedized construction built in a kind of building, including the strengthening frame that building interior is arranged in and is connected as one with building inner wall
6.Strengthening frame 6 includes at least three vertical bars 7, is connected between vertical bar 7 by connection unit.It is set respectively on vertical bar 7 along short transverse
Set multiple groups connection unit.Vertical bar 7 is not necessarily vertical, can be and is slightly tilted, concrete shape is corresponding with building inner wall.This
Utility model is adapted to the reinforcing of the building for needing to protect appearance or structures.It is particularly adapted to the cylinder of inner hollow
Shape structures, such as chimney and water tower.Strengthening frame can be made of the big material of steel equal strength.
Connection unit includes the cross bar 8 that both ends are connect with adjacent vertical bar 7 respectively；Connection unit further includes ring support 9, ring branch
9 setting of support is connected in 7 outside of vertical bar with vertical bar 7.Packing material is arranged in gap between ring support 9 and building inner wall.For example make
Gap is tamped with foamed glue.Also other material can be used, as long as thering is certain intensity and dilatancy to be ok.
In every group of connection unit, the infall of two adjacent cross bars 8 is arranged fixing steel plate 20, fixing steel plate 20 and two
Cross bar 8 all welds；Steel strand wires 21 pass through the fixing steel plate 20 for having upper and lower corresponding relationship of each group connection unit, and 21 liang of steel strand wires
End is fixed respectively.Steel strand wires 21 pass through fixing steel plate 20 paragraph by paragraph from bottom to top, tight steel strand wires 21 are pulled down after the anchoring of top, and will
21 bottom end of steel strand wires is anchored at the bottom of strengthening frame 6.
Vertical range between adjacent connection unit gradually becomes smaller from top to bottom.It is arranged between adjacent connection unit oblique
Support 10, bearing diagonal 10 are that inclined rod piece is arranged between two connection units.It is preferred that the both ends of bearing diagonal 10 are respectively set
At the both ends that cross bar 8 parallel up and down is relatively distant from.Build inner wall setting anchor hole 13, strengthening frame 6 passes through in anchor bolt 14 and building
Wall connection.Cementing material is filled in anchor hole 13.Vertical bar 7 can be fashioned iron, and vertical bar 7 and cross bar 8 weld, and anchor bolt 14 passes through U-type groove
Hole in steel is connected with building inner wall.
The reinforcement means of above-mentioned strengthening frame includes following construction procedure: (1) cleaning building inner wall；(2) setting in building
7 length direction of vertical bar is divided into several segments by vertical bar 7, and every section of cloth is away from being gradually shortened from bottom to top；Cross bar is arranged in every segment mark eminence
8, ring support 9；Entirety is welded as by cross bar 8, ring support 9, with vertical bar 7；(3) position of two 8 intersection points of cross bar is corresponded on inner wall
It sets and beats anchor hole 13, the anchor bolt 16 for being inserted through vertical bar 7 arrives the anchor hole 13 of inner wall；Cementing material, agglutination material are tamped in anchor hole 13
The fixed strengthening frame 6 of anchor bolt 14 and building inner wall are tightened after material solidification；(4) gap between ring support 9 and building inner wall uses bubble
Foam glue tamps.There is the structure of bearing diagonal 9, bearing diagonal 9 also welds between cross bar 8.
When building is chimney 1, chimney 1 includes the parts such as barrel 2, thermal insulation layer 3 and liner 4；First by cigarette before reinforcing
1 inner wall cleaning of chimney is clean, it may be necessary to all or part of to remove thermal insulation layer 3 and liner 4.At cross bar 8 and 7 node of vertical bar and cigarette
1 anchor connection of chimney.6 bottom of strengthening frame is fixed on the basis 5 of chimney 1, and the arrangement of collar tie beam 17 is beared down on one admittedly along chimney in 6 top of strengthening frame
Determine part 15, rain-proof cover 18, lightning rod 19 are set at the top of chimney 1.Fixing piece 15 is uniformly fixed on chimney 1 by anchor bolt 16 and bears down on one circle
On beam 17.Ring support 9 and the gap between liner 4 or barrel 2 are tamped using foamed glue, and strengthening frame 6 is each after the completion of all working
Rod piece derusts, finally brushing anti-corrosive primer, finishing coat.
The utility model by being arranged prestressed reinforcement frame in existing chimney or water tower structures wall inner portion, strengthening frame with
Structures are connected as entirety, apply prestressing force to strengthening frame, achieve the purpose that reinforcing.Prestressing force is applied to strengthening frame, specifically
It is finished in steelframe construction, steel hinge line is passed through from bottom to top at the top of the through steelframe of the location hole among fixing steel plate, steel hinge line upper end
It is fixed at the top of steelframe, using tensioning equipment by root tensioning steel hinge line lower end, stretching force is determined according to steelframe size, while steel is cut with scissors
Line lower end is connected and fixed with steelframe bottom, achievees the purpose that reinforcing.Strengthening frame should make using fashioned iron, lightning rod and downlead
Use galvanized part.To reach better consolidation effect, the heat preservation of discarded chimney and liner can remove post-reinforcing in advance.To guarantee peace
It entirely uses, existing chimney or water tower structures strengthening and rebuilding engineering must satisfy the requirement of existing state compulsory standard, construction
Process should have reliable safety measure, and existing chimney or water tower structures have the crack for influencing structure safety and major defect
When special measures should be taken to handle in advance, inclined chimney or water tower should rectify a deviation post-reinforcing.Reinforcing strengthening frame system should
It inspects periodically, safeguard, Inspection and maintenance operation has to comply with industrial security regulation.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
Although multiple embodiments of the utility model have been shown and described above, for the ordinary skill of this field
For personnel, it is possible to understand that carried out in the case where not departing from the principles of the present invention and spirit to these embodiments a variety of
Change, modification, replacement and modification, the protection scope of the utility model are limited by every claim and its equivalency range.
Claims (9)
1. building built-in ruggedized construction, it is characterised in that: including building interior is arranged in and is connected as one with building inner wall
Strengthening frame；Strengthening frame includes at least three vertical bars, is connected between vertical bar by connection unit；It is set respectively on vertical bar along short transverse
Set multiple groups connection unit.
2. building built-in ruggedized construction according to claim 1, it is characterised in that: the connection unit include both ends respectively with
The cross bar of adjacent vertical bar connection；Connection unit further includes ring support, and ring support setting is connected on the outside of vertical bar with vertical bar.
3. building built-in ruggedized construction according to claim 2, it is characterised in that: the gap between ring support and building inner wall
Packing material is set.
4. building built-in ruggedized construction according to claim 2, it is characterised in that: in every group of connection unit, two adjacent
Fixing steel plate is arranged in the infall of cross bar, and fixing steel plate and two cross bars all weld；Steel strand wires pass through having for each group connection unit
The fixing steel plate of upper and lower corresponding relationship, and steel strand wires both ends are fixed respectively.
5. building built-in ruggedized construction according to claim 2, it is characterised in that: between adjacent connection unit it is vertical away from
From gradually becoming smaller from top to bottom.
6. building built-in ruggedized construction according to claim 2, it is characterised in that: tiltedly branch is arranged between adjacent connection unit
Support, bearing diagonal are that inclined rod piece is arranged between two connection units.
7. ruggedized construction built in -6 any buildings according to claim 1, it is characterised in that: anchor is arranged in the building inner wall
Hole, strengthening frame are connect by anchor bolt with building inner wall.
8. building built-in ruggedized construction according to claim 7, it is characterised in that: the vertical bar is fashioned iron, vertical bar and cross bar
Welding, anchor bolt are connected by the hole in U-type groove steel with building inner wall.
9. building built-in ruggedized construction according to claim 8, it is characterised in that: the building is chimney, and chimney includes cylinder
Wall, strengthening frame bottom are fixed on the basis of chimney, strengthening frame top along chimney bear down on one collar tie beam arrangement fixing piece, chimney top is set
Set rain-proof cover, lightning rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822104966.6U CN209556421U (en) | 2018-12-14 | 2018-12-14 | Build built-in ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822104966.6U CN209556421U (en) | 2018-12-14 | 2018-12-14 | Build built-in ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209556421U true CN209556421U (en) | 2019-10-29 |
Family
ID=68302202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822104966.6U Active CN209556421U (en) | 2018-12-14 | 2018-12-14 | Build built-in ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209556421U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594791A (en) * | 2018-12-14 | 2019-04-09 | 河南文博建设工程有限公司 | Build built-in ruggedized construction and reinforcement means |
| WO2022083413A1 (en) * | 2020-10-21 | 2022-04-28 | 上海建工五建集团有限公司 | Slidable support system suitable for vertical narrow space |
-
2018
- 2018-12-14 CN CN201822104966.6U patent/CN209556421U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109594791A (en) * | 2018-12-14 | 2019-04-09 | 河南文博建设工程有限公司 | Build built-in ruggedized construction and reinforcement means |
| CN109594791B (en) * | 2018-12-14 | 2024-01-26 | 河南文博建设工程有限公司 | Built-in reinforcing structure and reinforcing method for building |
| WO2022083413A1 (en) * | 2020-10-21 | 2022-04-28 | 上海建工五建集团有限公司 | Slidable support system suitable for vertical narrow space |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103924711B (en) | The construction technology of assembling grillage shear wall structural system | |
| CN105201532B (en) | The Ring Cutting construction method of underground Long span spherical crown shape dome under weak surrounding rock | |
| CN209556421U (en) | Build built-in ruggedized construction | |
| CN102535845A (en) | Construction method of bearing frame of corridor structure | |
| CN103669905B (en) | Lightweight compound prefabricated panel modular house and construction method thereof | |
| CN208151833U (en) | A kind of construction of novel RC-masonry combination arch bridge | |
| CN111828013B (en) | Ground shield tunnel experiment entity model and construction method thereof | |
| CN205242706U (en) | Cast -in -place constructional column of infilled wall and wall body synchronous construction structure between high -rise outer eaves window | |
| CN109519193B (en) | Tunnel lining structure of existing railway line and construction method thereof | |
| CN202731939U (en) | Long-span tunnel arch portion secondary lining rebar colligation structure based on skeleton beams | |
| CN206616184U (en) | Coke oven loss flue dust dust gathering arrester supporting construction | |
| Gromysz | Rectification an 11-storey vertically deflected residential building | |
| CN103352537A (en) | Integral load-bearing heat-insulating wall plate and production and construction technology thereof | |
| CN109594791A (en) | Build built-in ruggedized construction and reinforcement means | |
| CN110107319A (en) | A method of utilizing embedding arch shotcrete composite structure Strengthening Tunnel lining cutting | |
| CN210598344U (en) | Hybrid connection prefabricated prestressed concrete circular storage bin structure | |
| CN104675138B (en) | A kind of slab balcony reinforcement means for sound insulation and noise reducing transformation | |
| Kruszka | Reinforcement of brick historic buildings threatened by structural damages or by failure | |
| CN208009182U (en) | A kind of prefabricated assembled Cement Concrete Pavement Slab | |
| CN214062999U (en) | Mine supporting device | |
| CN112593531B (en) | Construction method of high-ductility wall-building protection underground reservoir artificial dam body structure | |
| CN108360685A (en) | Monoblock type jack-up construction method | |
| CN211228413U (en) | Assembled steel section of jurisdiction template suitable for quick lining cutting of horseshoe tunnel | |
| CN107869202A (en) | A kind of parapet of roofing structure and its manufacture method | |
| CN109594718B (en) | Prefabricated standard splicing piece and assembled reinforced concrete column using same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |