CN204225482U - A kind of superelevation insulated column construction gang form - Google Patents
A kind of superelevation insulated column construction gang form Download PDFInfo
- Publication number
- CN204225482U CN204225482U CN201420590948.2U CN201420590948U CN204225482U CN 204225482 U CN204225482 U CN 204225482U CN 201420590948 U CN201420590948 U CN 201420590948U CN 204225482 U CN204225482 U CN 204225482U
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- China
- Prior art keywords
- insulated column
- superelevation
- form assembly
- assembly
- construction
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Abstract
The utility model provides a kind of superelevation insulated column construction gang form, belongs to technical field of buildings.Its technical scheme is: a kind of superelevation insulated column construction gang form, overlapped up and down by least two joint form assemblies and form, the side, gap of adjacent two joint form assembly overlap joints is provided with bridge piece, one end of bridge piece is connected the form assembly of top by split bolt, the other end of bridge piece is connected the form assembly of below by split bolt.The beneficial effects of the utility model are: this New Energy ensures construction safety and the construction quality of insulated column well, accelerate speed of application, improve the space availability ratio of job site, achieve steel form efficiency utilization in super-high structure, future the complicated project such as high disaster have extensive utilization; Utilize steel form stiffness by itself to prevent template from reversing in the air simultaneously, ensure mold plate verticality, utilize the frictional force between template and concrete to prevent template from dropping, effectively ensure that construction safety and quality, shorten construction period simultaneously, cost-saving.
Description
Technical field
The utility model relates to a kind of technical field of buildings, particularly relates to a kind of superelevation insulated column construction gang form.
Background technology
Insulated column construction formwork device domestic at present mainly sets up full hall frame, uses the construction of wood glue plate matched moulds, will set up lateral support outside wood glue plate.But at present construction technology mainly exists insulated column height superelevation, and periphery does not have lateral restraint component, die plate corners is very easily easy to be reversed in space, sectional dimension and bight Founder are difficult to ensure, insulated column verticality not easily adjusts and controls; Not supporting bottom template, easily there is the outstanding problems such as tenesmus in work progress template, and construction safety and construction quality are difficult to ensure.
Utility model content
The purpose of this utility model be to provide a kind of structure simple, easy to use, facilitate merogenesis to construct, recycle, cost-saving, the superelevation insulated column construction gang form of saving space raw material.
For achieving the above object, the utility model is realized by following measure: a kind of superelevation insulated column construction gang form, overlapped up and down by least two joint form assemblies and form, the side, gap of the described form assembly overlap joint of adjacent two joint is provided with bridge piece, one end of described bridge piece is connected the described form assembly of top by split bolt, the other end of described bridge piece is connected the described form assembly of below by split bolt.
Wherein, described bridge piece is channel-section steel.
Wherein, described form assembly is four sides form assembly, each face of described form assembly is welded with at least one pair of crossbeam, and often pair of described crossbeam two ends are provided with Connection Block, and two adjacent faces of described form assembly are passed described Connection Block by screw rod and are fixedly connected with by nut; The relative two sides of described form assembly is fixedly connected with by split bolt.
Wherein, the material of described form assembly is steel form, and described crossbeam is channel-section steel.
Wherein, link is provided with above the vertical beam of described form assembly.
Wherein, connected and composed up and down by three joint form assemblies, the described form assembly of upper and lower is highly 1m, and the height of middle described form assembly is 4m.
Need not skewed horizontal load be set up in work progress, only set up handling frame, utilize steel form stiffness by itself to prevent template from reversing in the air, ensure mold plate verticality, utilize the frictional force between template and concrete to prevent template from dropping.
During use, first reinforce fixing for the form assembly in each face of below, then, bolster is combined fixing by split bolt by channel-section steel, just can carry out concreting, after this joint is built, the split bolt of Panasonic's channel-section steel, then takes apart, the form assembly of below is dropped on again the top of the form assembly of top, again the channel-section steel connected is fixed by split bolt, the concrete of upper section can be carried out and build.By that analogy.Easy accessibility, simple to operate, realize merogenesis operation.
Insulated column bottommost uses a joint steel form, top connects second section steel form, and middle employing channel-section steel reinforcement by connection, carries out concreting after completing; Until top section can installation form time, the first segment steel form of bottommost is removed, be mounted to second section steel form top (this template now plays resistant slide effect), middle employing channel-section steel reinforcement by connection, after Section of three steel shutterings is contained in first segment punching block plate top, middle employing channel-section steel reinforcement by connection, carries out concreting after completing, carries out whole insulated column construction successively.
The beneficial effects of the utility model are: this device can ensure construction safety and the construction quality of insulated column well, and the turnover simultaneously achieving steel form utilizes, cost-saving, accelerates speed of application, improves the space availability ratio of job site.This is compared with prior art novel, breach traditional insulated column construction formwork device and mainly set up full hall frame, use the construction of wood glue plate matched moulds, lateral support will be set up outside wood glue plate, achieve steel form efficiency utilization in super-high structure, have extensive utilization in the complicated project such as high disaster in future; Utilize steel form stiffness by itself to prevent template from reversing in the air simultaneously, ensure mold plate verticality, utilize the frictional force between template and concrete to prevent template from dropping, effectively ensure that construction safety and quality, shorten construction period simultaneously, cost-saving.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment 1;
Fig. 2 is the top view of the utility model embodiment 1;
Wherein, Reference numeral is: 1, form assembly; 2, crossbeam; 3, Connection Block; 4, screw rod; 5, nut; 6, bridge piece; 7, split bolt; 8, vertical beam; 9, link.
Detailed description of the invention
For the technical characterstic of this programme can be clearly demonstrated, below by detailed description of the invention, this programme is set forth.
Embodiment 1
See Fig. 1, Fig. 2, the utility model is a kind of superelevation insulated column construction gang form, combine overlap joint up and down by three joint form assemblies 1 to form, the side, gap that adjacent two joint form assemblies 1 overlap is provided with bridge piece 6, one end of bridge piece 6 is connected the form assembly 1 of top by split bolt 7, the other end of bridge piece 6 is connected the form assembly 1 of below by split bolt 7.
Wherein, bridge piece 6 is channel-section steel.
Wherein, form assembly 1 is four sides form assembly, and each face of form assembly 1 is welded with at least one pair of crossbeam 2, and often pair of crossbeam 2 two ends are provided with Connection Block 3, and two adjacent faces of form assembly 1 are passed Connection Block 3 by screw rod 4 and are fixedly connected with by nut 5; The relative two sides of form assembly 1 is fixedly connected with by split bolt 7.
Wherein, the material of form assembly 1 is steel form, and crossbeam 2 is channel-section steel.
Wherein, link 9 is provided with above the vertical beam 8 of form assembly 1.
Wherein, connected and composed by three joint form assemblies about 1, the form assembly 1 of upper and lower is highly 1m, and the height of middle form assembly 1 is 4m.
In the present embodiment, form assembly 1 connects and composes according to 1m+4m+1m, and namely below form assembly 1 is highly 1m, and intermediate die plate combination 1 is highly 4m, and top form assembly 1 is highly 1m, adopts 12# channel-section steel 6 to connect between each form assembly 1.
Insulated column bottommost use first segment 1m steel form 1, in indirectly second section 4m steel form 1, top connect Section three 1m steel form 1, middle employing 12# channel-section steel 6 reinforcement by connection, carries out concreting after completing; Until top section can installation form time, second section 4m steel form 1 is removed, be mounted to Section of three 1m steel form 1 top (this template now plays resistant slide effect), middle employing 12# channel-section steel 6 reinforcement by connection, after first segment 1m steel form 1 is arranged on second section 4m steel form 1 top, middle employing 12# channel-section steel 6 reinforcement by connection, carries out concreting after completing, carries out whole insulated column construction successively.Merogenesis carries out constructing operation successively.
Fix owing to connecting channel-section steel 6 by split bolt 7 between form assembly 1, therefore easily dismounting, construct simple and convenient easy.
Need not skewed horizontal load be set up in work progress, only set up handling frame, utilize steel form stiffness by itself to prevent template from reversing in the air, ensure mold plate verticality, utilize the frictional force between template and concrete to prevent template from dropping.
Embodiment 2 construction embodiment
In the process of construction Tianjin Hang Lung Plaza engineering, the middle Room is designed with 9 superelevation stiffness insulated columns.Insulated column sectional dimension comparatively large (1000mm × 1800mm), height is between 30.989m to 47.95m, and difficulty of construction is large.And 9 of middle Room superelevation stiffness insulated columns are the shop front engineerings of this engineering, owner is very high to the requirement of construction quality, takes charge of this superelevation insulated column template construction device of application through me, not only reduce difficulty of construction, ensure that construction quality and safety, and accelerate the duration, save cost.
The utility model can pass through without the technical characteristic described or adopt existing techniques in realizing; do not repeat them here; certainly; above-mentioned explanation is not to restriction of the present utility model; the utility model is also not limited in above-mentioned citing; the change that those skilled in the art make in essential scope of the present utility model, remodeling, interpolation or replacement, also should belong to protection domain of the present utility model.
Claims (6)
1. a superelevation insulated column construction gang form, it is characterized in that, overlapped up and down by least two joint form assemblies and form, the side, gap of the described form assembly overlap joint of adjacent two joint is provided with bridge piece, one end of described bridge piece is connected the described form assembly of top by split bolt, the other end of described bridge piece is connected the described form assembly of below by split bolt.
2. superelevation insulated column construction gang form according to claim 1, it is characterized in that, described bridge piece is channel-section steel.
3. superelevation insulated column construction gang form according to claim 1, it is characterized in that, described form assembly is four sides form assembly, each face of described form assembly is welded with at least one pair of crossbeam, often pair of described crossbeam two ends are provided with Connection Block, and two adjacent faces of described form assembly are passed described Connection Block by screw rod and are fixedly connected with by nut; The relative two sides of described form assembly is fixedly connected with by split bolt.
4. superelevation insulated column construction gang form according to claim 3, it is characterized in that, the material of described form assembly is steel form, and described crossbeam is channel-section steel.
5. the superelevation insulated column construction gang form according to claim 3 or 4, is characterized in that, be provided with link above the vertical beam of described form assembly.
6. superelevation insulated column construction gang form according to claim 1, is characterized in that, overlapped up and down by three joint form assemblies and form, the described form assembly of upper and lower is highly 1m, and the height of middle described form assembly is 4m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420590948.2U CN204225482U (en) | 2014-10-13 | 2014-10-13 | A kind of superelevation insulated column construction gang form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420590948.2U CN204225482U (en) | 2014-10-13 | 2014-10-13 | A kind of superelevation insulated column construction gang form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204225482U true CN204225482U (en) | 2015-03-25 |
Family
ID=52923595
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420590948.2U Expired - Fee Related CN204225482U (en) | 2014-10-13 | 2014-10-13 | A kind of superelevation insulated column construction gang form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204225482U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944437A (en) * | 2019-04-01 | 2019-06-28 | 中国建筑第八工程局有限公司 | The erecting device and its reinforcement means of superelevation separate column |
| CN113914613A (en) * | 2021-11-26 | 2022-01-11 | 上海宝冶集团有限公司 | Lantern frame capable of guaranteeing verticality of ultrahigh single-column and construction method thereof |
-
2014
- 2014-10-13 CN CN201420590948.2U patent/CN204225482U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944437A (en) * | 2019-04-01 | 2019-06-28 | 中国建筑第八工程局有限公司 | The erecting device and its reinforcement means of superelevation separate column |
| CN113914613A (en) * | 2021-11-26 | 2022-01-11 | 上海宝冶集团有限公司 | Lantern frame capable of guaranteeing verticality of ultrahigh single-column and construction method thereof |
| CN113914613B (en) * | 2021-11-26 | 2022-11-04 | 上海宝冶集团有限公司 | Lantern frame capable of guaranteeing verticality of ultrahigh single-column and construction method thereof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150325 Termination date: 20191013 |