CN204475848U - Column-form system - Google Patents
Column-form system Download PDFInfo
- Publication number
- CN204475848U CN204475848U CN201520040940.3U CN201520040940U CN204475848U CN 204475848 U CN204475848 U CN 204475848U CN 201520040940 U CN201520040940 U CN 201520040940U CN 204475848 U CN204475848 U CN 204475848U
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- China
- Prior art keywords
- column
- form system
- location division
- flitch
- cylinder
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 238000003032 molecular docking Methods 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 5
- 239000011094 fiberboard Substances 0.000 claims description 3
- 238000003754 machining Methods 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 8
- 239000007787 solid Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 235000010627 Phaseolus vulgaris Nutrition 0.000 description 1
- 244000046052 Phaseolus vulgaris Species 0.000 description 1
- 244000082204 Phyllostachys viridis Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
Abstract
The utility model relates to a kind of column-form system, and the circumferencial direction that column-form system is formed along the side of cylinder arranges and is the arc of Perfect Ring annular circumferentially or the part being set around circumference; Column-form system comprises liner plate layer, flitch layer and outer cuff-layer, liner plate layer comprises in tabular and fits in the liner plate circumferentially of cylinder, flitch layer comprises some flitches be sequentially arranged in outside liner plate layer, outer cuff-layer comprises and is positioned at by the location division of the side being parallel to cylinder with perpendicular to location division the outer hoop that the support portion outside location division forms, the location division of outer hoop offers several screws, screw is corresponding with flitch, and each flitch is all fixed on inside outer hoop by the screw matched with screw.Column-form architecture of the present utility model is simple, processing and difficulty of construction less, and solid and reliable, improve speed of application and ensure that construction quality, reducing engineering cost.
Description
Technical field
The utility model relates to a kind of column-form system being applied to major works center pillar or post and beam splice position.
Background technology
In some major workss, it is many that cylinder and body of wall join quantity, and diameter is large, and there is the problem such as variable cross-section, column beam joint, must adopt an effective measure for this reason in work progress, choose reasonable column-form system guarantees workmanship.
The measure that tradition bean column node adopts has:
1, steel form is selected: select the disposable input of steel form comparatively large, cost is high, and cannot have enough to meet the need use; Template processing opening size is many, and the process-cycle is long, and on-site consolidation difficulty is large, and top board construction cannot carry out punching block lifting, affects the duration;
2, traditional wooden model is selected: adopt plank to dig out cylinder size, liner flitch and bamboo slab rubber, plank is as cylinder tie, adopt this kind of method, reinforce difficulty greatly to column-form opening, major diameter and highly large cylindrical reinforcement quality cannot ensure, and consuming time, work consuming.
Summary of the invention
The purpose of this utility model be to provide a kind of processing and difficulty of construction little and consuming time few, make the guaranteed column-form system of workmanship.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of column-form system, the circumferencial direction that described column-form system is formed along the side of cylinder arranges and is Perfect Ring around the annular of described circumference or the arc of a part being set around described circumference, described column-form system comprises liner plate layer, flitch layer and outer cuff-layer, described liner plate layer comprises in tabular and fits in the liner plate circumferentially of described cylinder, described flitch layer comprises some flitches be sequentially arranged in outside described liner plate layer, described outer cuff-layer comprises outer hoop, described outer hoop by be parallel to described cylinder side location division and perpendicular to described location division and the support portion be positioned at outside described location division form, the location division of described outer hoop offers several screws, described screw is corresponding with described flitch, and each described flitch is all fixed on inside described outer hoop by the screw matched with described screw.
Preferably, described outer hoop is spliced by several hoop bodies, and described liner plate is spliced by several plate bodys.
Preferably, the end of described hoop body is provided with the outward extending junction plate in basal diameter direction along described cylinder, described junction plate offers docking bolt hole, be provided with connecting bolt in described docking bolt hole, the end of adjacent hoop body is connected and is connected to connecting bolt with described by described junction plate.
Preferably, in curved described column-form system, the end of the outer hoop of the end of the arc described in formation is provided with and outward extendingly sockets plate, described socket plate offers socket bolt hole, described socket in bolt hole to be provided with socket bolt, the two sides socketing the beam that described cylinder that plate is closely attached on its place connects described in two of the column-form system two ends of arc, and the plate that sockets described in two is connected with the beam therebetween by the described bolt that sockets.
Preferably, described outer hoop is formed by channel-section steel bending machining and makes it have support portion described in two, and the support portion described in two is connected to the two ends of the axis along described cylinder of described location division.
Preferably, described flitch is measure-alike, and described screw is evenly opened on the location division of described outer hoop.
Preferably, described liner plate is fiberboard or three-ply board.
Because technique scheme is used, the utility model compared with prior art has following advantages: column-form architecture of the present utility model is simple, processing and difficulty of construction less, and solid and reliable, improve speed of application and ensure that construction quality, reducing engineering cost.
Accompanying drawing explanation
Accompanying drawing 1 is the schematic top plan view of the column-form system of embodiment one of the present utility model.
Accompanying drawing 2 is the schematic diagram of hoop body of the present utility model.
Accompanying drawing 3 is the schematic cross-section of hoop body of the present utility model.
Accompanying drawing 4 is the schematic top plan view of the column-form system of embodiment two of the present utility model.
In above accompanying drawing: 1, liner plate layer; 2, flitch layer; 3, outer cuff-layer; 4, location division; 5, support portion; 6, hoop body; 7, screw, 8, junction plate; 9, flitch; 10, bolt hole is docked; 11, to connecting bolt; 12, plate is socketed; 13, bolt is socketed.
Detailed description of the invention
Below in conjunction with embodiment shown in the drawings, the utility model is further described.
Embodiment one: shown in accompanying drawing 1, a kind of column-form system be arranged on vertical cylinder, the circumferencial direction that its side along cylinder is formed arranges and is Perfect Ring annular circumferentially.(" interior " refers to the side near cylindrical center on cylinder end face to this column-form system from the inside to the outside, and " outward " refers to the side deviating from cylindrical center on cylinder end face) comprise liner plate layer 1, flitch layer 2 and outer cuff-layer 3 successively, these three layers are consistent at the height of the axis direction of cylinder.Liner plate layer 1 is in tabular, and it adopts limiting plate or three-ply board.Liner plate layer 1 directly fits in the side of cylinder circumferentially, and it can be spliced by several plate bodys.Flitch layer 2 comprises some flitches 9 be sequentially arranged in outside liner plate layer 1, each flitch 9 measure-alike and evenly arrangement form the ring-type be surrounded on outside liner plate layer 1.Outer cuff-layer 3 comprises outer hoop, outer hoop by be parallel to cylinder side location division 4 and perpendicular to location division 4 and the support portion 5 that is positioned at outside location division 4 form, this outer hoop can by channel-section steel bending machining, therefore it has two support portions 5, and two support portions 5 are connected to the two ends of the axis along cylinder of location division 4.The location division 4 of outer hoop along the circumferential direction evenly offers several screws 7, screw 7 and flitch 9 one_to_one corresponding, and each flitch 9 is all fixed on inside outer hoop by the screw matched with screw 7.This outer hoop is spliced by several hoop bodies 6, and the both ends of each hoop body 6 are provided with the outward extending junction plate 8 in basal diameter direction along cylinder, as shown in accompanying drawing 2 and accompanying drawing 3.Junction plate 8 offers docking bolt hole 10, be provided with connecting bolt 11 in docking bolt hole 10.When each hoop body 6 splices, the end of adjacent hoop body 6 connects and realizes being connected with to connecting bolt 11 by junction plate 8, thus forms the annular around cylinder.In the present embodiment, adopt two semicircular hoop bodies 6 to dock and form outer hoop.Concrete, each semicircular hoop body 6 all adopts 5# channel bar to process bending forming, its bending diameter is the intended diameter size+100mm of its place cylinder, the screw 7 of Φ 5.5 is bored every 45mm in its location division 4, M5 self-tapping screw is adopted to be connected firmly with the flitch 9 of inner 45 × 95mm, and the junction plate 8 of channel-section steel welding edges 50 × 100mm, thickness of slab 4mm.
Embodiment two: shown in accompanying drawing 4, is a kind ofly arranged at the column-form system vertical cylinder being connected beam position, and the circumferencial direction that its side along cylinder is formed is arranged and in the arc of a part being set around circumference.This column-form system also comprises liner plate layer 1, flitch layer 2 and outer cuff-layer 3, liner plate layer 1 comprises in fiberboard or three-ply board is made in tabular and fit in the liner plate circumferentially of cylinder, flitch layer 2 comprises some flitches 9 be sequentially arranged in outside liner plate layer 1, outer cuff-layer 3 comprises and is positioned at by the location division 4 of the side being parallel to cylinder with perpendicular to location division 4 outer hoop that the support portion 5 outside location division 4 forms, the location division 4 of outer hoop offers several screws 7, screw 7 is corresponding with flitch 9, and each flitch 9 is all fixed on inside outer hoop by the screw matched with screw 7.Outer hoop can be spliced by several hoop bodies 6, and liner plate can be spliced by several plate bodys.End except each hoop body 6 is provided with except the outward extending junction plate 8 in basal diameter direction of cylinder, the end of outer hoop forming the end of arc is also provided with and outward extendingly sockets plate 12, socket plate 12 offers and socket bolt hole, socket in bolt hole to be provided with and socket bolt 13, two of the column-form system two ends of arc socket outside the side form of the beam that cylinder that plate 12 is closely attached on its place connects, and socket plate 12 by two be connected with beam therebetween by socketing bolt 13.Cylinder shown in accompanying drawing 4 is connected with a beam in its side, and it also can relatively connect two beams in both sides, and when constructing, beam both can be cast-in-place in cylinder both sides symmetry, also can right-angled intersection be connected with post cast-in-situ concrete simultaneously.
Column-form system in above-mentioned two embodiments is applied to the diverse location of cylinder.Usually, need the tie of the annular closed in setting one embodiment one in the bottom of cylinder, adopt M12 lag bolt to penetrate junction plate 8 between each hoop body 6 and realize connecting.And the position of beam is set on cylinder, the tie of the circular arc in setting one embodiment two is needed in the position being no more than a certain specific range (as 600mm) along short transverse distance back, this tie running into beam position disconnect, its welding edges socket plate 12 by M14 socket bolt wear beam realize socket.Beam side extend into the inside of column-form system and mutually concordant with the side of flitch 9, and liner plate also spreads to beam side edge.And the tie of the annular closed together also must be set in the position on cylinder top.
Adopt the outer hoop with location division 4 and support portion 5 in above-mentioned column-form system, support portion 5, as playing mould positioning action while back cord, effectively ensure that cross sectional shape, make cylinder chance beam column mould opening unrestricted, and be convenient to reinforce, convenient and swift, time and labour saving.
This template system substantially increases engineering construction speed, ensure that engineering construction quality, has saved engineering cost.
Above-described embodiment, only for technical conceive of the present utility model and feature are described, its object is to person skilled in the art can be understood content of the present utility model and implement according to this, can not limit protection domain of the present utility model with this.All equivalences done according to the utility model Spirit Essence change or modify, and all should be encompassed within protection domain of the present utility model.
Claims (7)
1. a column-form system, is characterized in that: the circumferencial direction that described column-form system is formed along the side of cylinder arranges and is Perfect Ring around the annular of described circumference or the arc of a part being set around described circumference, described column-form system comprises liner plate layer, flitch layer and outer cuff-layer, described liner plate layer comprises in tabular and fits in the liner plate circumferentially of described cylinder, described flitch layer comprises some flitches be sequentially arranged in outside described liner plate layer, described outer cuff-layer comprises outer hoop, described outer hoop by be parallel to described cylinder side location division and perpendicular to described location division and the support portion be positioned at outside described location division form, the location division of described outer hoop offers several screws, described screw is corresponding with described flitch, and each described flitch is all fixed on inside described outer hoop by the screw matched with described screw.
2. column-form system according to claim 1, it is characterized in that: described outer hoop is spliced by several hoop bodies, described liner plate is spliced by several plate bodys.
3. column-form system according to claim 2, it is characterized in that: the end of described hoop body is provided with the outward extending junction plate in basal diameter direction along described cylinder, described junction plate offers docking bolt hole, be provided with connecting bolt in described docking bolt hole, the end of adjacent hoop body is connected and is connected to connecting bolt with described by described junction plate.
4. the column-form system according to claim 1 or 2 or 3, it is characterized in that: in curved described column-form system, the end of the outer hoop of the end of the arc described in formation is provided with and outward extendingly sockets plate, described socket plate offers socket bolt hole, described socket in bolt hole to be provided with socket bolt, the two sides socketing the beam that described cylinder that plate is closely attached on its place connects described in two of the column-form system two ends of arc, and the plate that sockets described in two is connected with the beam therebetween by the described bolt that sockets.
5. column-form system according to claim 1, it is characterized in that: described outer hoop is formed by channel-section steel bending machining and makes it have support portion described in two, and the support portion described in two is connected to the two ends of the axis along described cylinder of described location division.
6. column-form system according to claim 1, it is characterized in that: described flitch is measure-alike, described screw is evenly opened on the location division of described outer hoop.
7. column-form system according to claim 1, is characterized in that: described liner plate is fiberboard or three-ply board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520040940.3U CN204475848U (en) | 2015-01-21 | 2015-01-21 | Column-form system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520040940.3U CN204475848U (en) | 2015-01-21 | 2015-01-21 | Column-form system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475848U true CN204475848U (en) | 2015-07-15 |
Family
ID=53631650
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520040940.3U Expired - Fee Related CN204475848U (en) | 2015-01-21 | 2015-01-21 | Column-form system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475848U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110043027A (en) * | 2019-03-19 | 2019-07-23 | 北京城建集团有限责任公司 | Cylindroid and stalk handover position spoon shape steel form, template system and construction method |
| CN113338615A (en) * | 2021-07-05 | 2021-09-03 | 中建科工集团有限公司 | A mould for pouring strength nature post |
-
2015
- 2015-01-21 CN CN201520040940.3U patent/CN204475848U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110043027A (en) * | 2019-03-19 | 2019-07-23 | 北京城建集团有限责任公司 | Cylindroid and stalk handover position spoon shape steel form, template system and construction method |
| CN113338615A (en) * | 2021-07-05 | 2021-09-03 | 中建科工集团有限公司 | A mould for pouring strength nature post |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20160121 |
|
| EXPY | Termination of patent right or utility model |