CN108661334A - A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane - Google Patents
A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane Download PDFInfo
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- CN108661334A CN108661334A CN201810715355.7A CN201810715355A CN108661334A CN 108661334 A CN108661334 A CN 108661334A CN 201810715355 A CN201810715355 A CN 201810715355A CN 108661334 A CN108661334 A CN 108661334A
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- steel
- cast
- circular cylinder
- reinforced concrete
- support device
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 62
- 239000010959 steel Substances 0.000 title claims abstract description 62
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 16
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 230000001105 regulatory effect Effects 0.000 claims abstract description 14
- 238000010276 construction Methods 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 239000004567 concrete Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000001687 destabilization Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of steel column hoop support devices preventing unstability outside cast-in-situ reinforced concrete oblique circular cylinder plane, including tie and the lateral support component being connected on tie, and the two connects adjustable angle, tie is bolted symmetrical structure, square-outside and round-inside, lateral support component includes multigroup sequentially connected upper T-steel bar, connecting rod, regulating rod, lower T-steel bar and base board, single or multiple settings of connecting rod and equal or different length is arranged.The configuration of the present invention is simple can be used in turn, lateral support can provide the support of different angle, and lateral support length is adjustable, highly practical using simply in construction.
Description
Technical field
The present invention relates to construction technology and auxiliary construction apparatus field, more particularly to one kind preventing cast-in-situ reinforced concrete oblique circular cylinder
The steel column hoop support device of the outer unstability of plane.
Background technology
With the progress of construction technology, the transformation of design concept, using the diversification of function, special-shaped construction style is increasingly
More, structure change is increasing, and to structure design and construction method, more stringent requirements are proposed.And in order to pursue U.S. of building
It sees, air, as a kind of building structure form of expression, armored concrete oblique circular cylinder is instantly using more.
Armored concrete oblique circular cylinder is used in museum, railway station from previous main concentrate, more and more exists now
Cultural and Sports Centre, villa quarter occur in scenic spot.
Cast-in-situ steel reinforced concrete oblique circular cylinder shuttering supporting technique primarily now mainly utilizes prefabricated plank sheathing, using side
Wood, steel pipe, tie coordinate supporting process, and similar supporting process can expend a large amount of material and artificial, and construction technology is cumbersome,
Template fixes complicated, lateral support angle control difficulty.
To solve the problems, such as that the control of lateral support angle is difficult, device more practical in some construction engineering technical fields
Be developed, such as the connection between lateral support steel pipe and ground, template is fixed using lantern ring, but these devices without
Method freely adjusts support angle, and restrictive not strong.
Invention content
The present invention is to solve the above problems, provide a kind of steel column hoop branch preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane
Support arrangement, to overcome armored concrete oblique circular cylinder, loosely, consumptive material takes template fixed constraint, tedious process etc. in casting process
Problem.
The present apparatus is simple in structure, using simply in construction, can be used in turn, lateral support can provide the branch of different angle
Support, and lateral support length is adjustable, it is highly practical.
In order to achieve the above objectives, the technical solution adopted by the present invention is：One kind prevents outside cast-in-situ reinforced concrete oblique circular cylinder plane
The steel column hoop support device of unstability, including tie and the lateral support component that is connected on tie, and the two connects adjustable angle,
Tie is bolted symmetrical structure, and square-outside and round-inside, lateral support component includes multigroup sequentially connected upper T-steel bar, company
Extension bar, regulating rod, lower T-steel bar and base board, the single or multiple settings of connecting rod and equal or different length setting.
Further, tie includes symmetrical channel steel, and channel steel is rectangular, and medial surface is welded with semicircular steel band, steel
Non- joint is connect by steel plate between band and channel steel, and it is 2 that channel steel, which is equipped with multigroup bloom and single group bloom number,.
Further, bloom is equipped with connection through-hole, and screw thread preformed hole is equipped in the head and bar tail of upper T-steel bar,
Head is locked with bloom by high-strength bolt, specifically, the spacing of two blooms connect club head etc. with single upper T-type
It is long, to which high-strength bolt can be completed to be locked, also, before being locked, the two adjustable angle.
Further, connecting rod one end is the end of thread, and the other end is that screw thread reserves nose end.
Further, regulating rod both-end is the end of thread and screw thread is opposite.
Further, regulating rod is equipped with cross pipe, facilitates the adjusting of regulating rod.
Further, be equipped with screw thread preformed hole on the head of lower T-steel bar and bar tail, and the screw thread on its bar tail with it is upper
The screw thread of T-steel bar bar tail positive/negative thread each other.
Further, base board is equipped with head bolt locking of the lower fixed bloom with lower T-steel bar.
Specifically, connecting rod can be sequentially connected with the coarse adjustment completed to skewed horizontal load by single or multiple, and
The length of connecting rod have it is a variety of, can group allot the skewed horizontal load of different length, and the fine tuning of regulating rod 23, i.e. rotation fine tuning
Bar can make skewed horizontal load reach preferable stress.
In conclusion the present invention has following advantages：
The present invention can overcome destabilization problems outside the plane that armored concrete oblique circular cylinder occurs in casting process, specific to provide surely
Fixed sidewise restraint, and the angle of lateral support can be adjusted, the length of lateral rod piece is adjusted accordingly, reaches the branch relatively having
Effect is supportted, meanwhile, the configuration of the present invention is simple, and can reuse, time saving material saving is easily operated.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention；
Fig. 2 is the structural schematic diagram of tie；
Fig. 3 is upper T-steel bar junction schematic diagram；
Fig. 4 is connecting rod structural schematic diagram；
Fig. 5 is regulating rod structural schematic diagram；
Fig. 6 is connect base plate schematic diagram in lower T-steel bar.
Specific implementation mode
The invention will be further described with reference to the accompanying drawings and embodiments：
Embodiment 1：
A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane, as shown in figs. 1 to 6, including tie 1
With the lateral support component 2 being connected on tie 1（It is not indicated in figure）, and the two connects adjustable angle.
Specifically, tie 1 is bolted symmetrical structure, square-outside and round-inside, as shown in Fig. 2, tie 1 includes symmetrical slot
Steel 11, channel steel 4 are rectangular, and medial surface is welded with semicircular steel band 12, and non-joint is by steel plate between steel band and channel steel 11
13 connections.
With continued reference to attached drawing 2, and in conjunction with attached drawing 1, it is 2 that channel steel 11, which is equipped with 14 numbers of multigroup bloom 14 and single group bloom,
Bloom 14 is equipped with connection through-hole, is specifically used for the connection of tie 1 and lateral support component.
With further reference to attached drawing 1, and in conjunction with attached drawing 3~6, lateral support component 2 includes multigroup sequentially connected upper T-steel
Bar 21, connecting rod 22, regulating rod 23, lower T-steel bar 24 and base board 25, and connecting rod 22 it is single or multiple setting and it is isometric or
Length discrepancy is arranged, and the connecting rods of single or multiple settings can carry out the length of lateral support coarse adjustment, and the length of connecting rod
It spends different in size, then it is different can be applicable under different situations requirement to lateral bearing length.
Wherein, as shown in Fig. 3, screw thread preformed hole, head and bloom are equipped on the head of upper T-steel bar 21 and bar tail
14 are locked by high-strength bolt, specifically, connect club head with single upper T-type isometric for the spacing of two blooms, to height
Strength bolt can be completed to be locked, also, before being locked, the two adjustable angle.
Preferably, as shown in Fig. 4,22 one end of connecting rod is the end of thread, and the other end is that screw thread reserves nose end.
Preferably, referring to attached drawing 5,23 both-end of regulating rod be the end of thread and screw thread on the contrary, and regulating rod 23 be equipped with
Cross pipe 231 facilitates the adjusting of regulating rod.
The constraint fixation of lateral support is realized by lower T-steel bar 24 and base board 25, the head of lower T-steel bar 24
Be equipped with screw thread preformed hole on bar tail, and the screw thread of the screw thread on its bar tail and 21 bar tail of upper T-steel bar positive/negative thread each other,
So the fastening of lateral support can be formed, specifically, as shown in Fig. 6, base board 25 is equipped with lower fixed bloom 251 and lower T
The head bolt of shaped steel bar 24 is locked, and base board 25 then forms constraint by the bolt at four ends angle and fixes.
The technical concepts and features of the above embodiment only to illustrate the invention, its object is to allow be familiar with technique
People cans understand the content of the present invention and implement it accordingly, and it is not intended to limit the scope of the present invention.It is all according to the present invention
The equivalent transformation or modification that Spirit Essence is done, should be covered by the protection scope of the present invention.
Claims (8)
1. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane, it is characterised in that：Including tie
（1）Be connected to the tie（1）On lateral support component（2）, and the two connects adjustable angle, the tie（1）For spiral shell
Tether the symmetrical structure connect, square-outside and round-inside, the lateral support component（2）Including multigroup sequentially connected upper T-steel bar（21）、
Connecting rod（22）, regulating rod（23）, lower T-steel bar（24）And base board（25）, the connecting rod（22）Single or multiple settings
And equal or different length is arranged.
2. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 1,
It is characterized in that：The tie（1）Including symmetrical channel steel（11）, the channel steel（4）To be rectangular, medial surface is welded with semicircle
Steel band（12）, the steel band and the channel steel（11）Between non-joint by steel plate（13）Connection, the channel steel（11）On set
There is multigroup bloom（14）And bloom described in single group（14）Number is 2.
3. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 2,
It is characterized in that：The bloom（14）It is equipped with connection through-hole, the upper T-steel bar（21）Head and bar tail on be equipped with screw thread
Preformed hole, the head and the bloom（14）It is locked by high-strength bolt.
4. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 3,
It is characterized in that：The connecting rod（22）One end is the end of thread, and the other end is that screw thread reserves nose end.
5. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 4,
It is characterized in that：The regulating rod（23）Both-end is the end of thread and screw thread is opposite.
6. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 5,
It is characterized in that：The regulating rod（23）It is equipped with cross pipe（231）.
7. according to a kind of steel column hoop support device preventing unstability outside cast-in-situ reinforced concrete oblique circular cylinder plane of claim 5 or 6,
It is characterized in that：The lower T-steel bar（24）Head and bar tail on be equipped with screw thread preformed hole, and the screw thread on its bar tail with
The upper T-steel bar（21）The screw thread of bar tail positive/negative thread each other.
8. a kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane according to claim 7,
It is characterized in that：The base board（25）It is equipped with lower fixed bloom（251）With the lower T-steel bar（24）Head bolt lock
Tightly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810715355.7A CN108661334A (en) | 2018-07-03 | 2018-07-03 | A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810715355.7A CN108661334A (en) | 2018-07-03 | 2018-07-03 | A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane |
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| Publication Number | Publication Date |
|---|---|
| CN108661334A true CN108661334A (en) | 2018-10-16 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810715355.7A Pending CN108661334A (en) | 2018-07-03 | 2018-07-03 | A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519753A (en) * | 2020-05-06 | 2020-08-11 | 无锡锡晟建设有限公司 | Steel hoop supporting device for cast-in-situ reinforced concrete inclined cylinder |
| CN112502433A (en) * | 2020-12-30 | 2021-03-16 | 山东天齐置业集团股份有限公司 | Construction method of large-diameter inclined cylindrical formwork support system |
| CN114033198A (en) * | 2021-11-30 | 2022-02-11 | 无锡市亨利富建设发展有限公司 | Steel column hoop supporting structure for cast-in-place reinforced concrete inclined cylinder |
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| KR100203013B1 (en) * | 1995-10-26 | 1999-06-15 | 이내흔 | Concrete wall form system |
| CN101240658A (en) * | 2008-01-18 | 2008-08-13 | 浙江省长城建设集团股份有限公司 | Outer oblique cylinder formwork construction method |
| CN104314239A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Device for controlling inclined-column reinforced skeleton and protecting layer and construction method |
| CN105003091A (en) * | 2015-07-22 | 2015-10-28 | 山东明达建筑科技有限公司 | Sway brace for prefabricated buildings |
| CN206655495U (en) * | 2017-04-17 | 2017-11-21 | 福建省睿翼建设有限公司 | A kind of support tube for building |
| CN208803727U (en) * | 2018-07-03 | 2019-04-30 | 江苏南通二建集团有限公司 | A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane |
-
2018
- 2018-07-03 CN CN201810715355.7A patent/CN108661334A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100203013B1 (en) * | 1995-10-26 | 1999-06-15 | 이내흔 | Concrete wall form system |
| CN101240658A (en) * | 2008-01-18 | 2008-08-13 | 浙江省长城建设集团股份有限公司 | Outer oblique cylinder formwork construction method |
| CN104314239A (en) * | 2014-10-17 | 2015-01-28 | 中铁八局集团建筑工程有限公司 | Device for controlling inclined-column reinforced skeleton and protecting layer and construction method |
| CN105003091A (en) * | 2015-07-22 | 2015-10-28 | 山东明达建筑科技有限公司 | Sway brace for prefabricated buildings |
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| CN208803727U (en) * | 2018-07-03 | 2019-04-30 | 江苏南通二建集团有限公司 | A kind of steel column hoop support device preventing the outer unstability of cast-in-situ reinforced concrete oblique circular cylinder plane |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111519753A (en) * | 2020-05-06 | 2020-08-11 | 无锡锡晟建设有限公司 | Steel hoop supporting device for cast-in-situ reinforced concrete inclined cylinder |
| CN112502433A (en) * | 2020-12-30 | 2021-03-16 | 山东天齐置业集团股份有限公司 | Construction method of large-diameter inclined cylindrical formwork support system |
| CN114033198A (en) * | 2021-11-30 | 2022-02-11 | 无锡市亨利富建设发展有限公司 | Steel column hoop supporting structure for cast-in-place reinforced concrete inclined cylinder |
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Application publication date: 20181016 |