CN203569886U - Frame column formwork reinforcement steel combination device for construction - Google Patents
Frame column formwork reinforcement steel combination device for construction Download PDFInfo
- Publication number
- CN203569886U CN203569886U CN201320738036.0U CN201320738036U CN203569886U CN 203569886 U CN203569886 U CN 203569886U CN 201320738036 U CN201320738036 U CN 201320738036U CN 203569886 U CN203569886 U CN 203569886U
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- channel steel
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009415 formwork Methods 0.000 title abstract description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 title abstract 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 61
- 239000010959 steel Substances 0.000 claims abstract description 61
- 230000002787 reinforcement Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004513 sizing Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model relates to a frame column formwork reinforcement steel combination device for construction. Two pieces of channel steel are arranged in parallel, three short evenly-distributed profile steel supporting rods are arranged in a channel of each piece of the channel steel, and the short profile steel supporting rods are perpendicular to the length direction of the channel steel and are fixedly connected with the inner walls of the channel steel. Round through holes which are the same in position are formed in the two ends of each piece of the channel steel respectively, two tension threaded rods penetrate through the round through holes at the corresponding positions respectively, adjusting screws are in threaded connection with the tension threaded rods, the face-to-face outer surfaces of the two pieces of the channel steel are respectively provided with the two adjusting screws connected with the tension threaded rods in a threaded mode, and the opposite outer surfaces of the two pieces of the channel steel are respectively provided with two threaded rod buckles connected with the tension threaded rods in a threaded mode. The device brings convenience and reliability to outer frame column formwork reinforcement and forming so as to guarantee the requirements for the structure size quality after a structural column concrete pouring is completed.
Description
Technical field
The utility model relates to a kind of construction framed column template and reinforces shaped steel combination unit, belongs to the servicing unit of building field.
Background technology
Agent structure is the skeleton in the middle of construction work, and wherein frame column is again a crucial ingredient in frame construction form.Frame column, as the vital tissue element of engineering, is widely used among construction work.For frame construction, the quality of the Forming Quality of structural concrete, be directly connected to safety and the application life of construction work, therefore in work progress, how research control the quality of structure well by the method for technological innovation, becomes building enterprise and improve one of mode of industrial competition.The quality control of concrete formation process becomes the important step that guarantees body's structure quality, in engineering construction process concrete be by high-pressure delivery pump by it from being delivered to the scope of operation outside the venue, and by high pressure pump line, chutable concrete is built to installing in template, finally complete main structure construction.The reinforcement means of frame column routine is the combination fixed leg exterior sheathing that adopts steel pipe and fastener, but along with steel pipe tube wall on market is more and more thinner, fastener steel content is fewer and feweri, steel product quality is uneven, in frame column concreting process, because pipe deformation, fastener burst the swollen mould of the column template occurring and burst-mode phenomenon can be found everywhere, this quality problems have become the maximum effect in Building Structural Safety and application life.
Summary of the invention
The technical problems to be solved in the utility model is to provide a kind of construction framed column template and reinforces shaped steel combination unit, this device is convenient to that frame column exterior sheathing is reinforced and the reliable apparatus of sizing, with guarantee structural column concreting complete after the quality requirement of physical dimension.
For overcoming the above problems, concrete technical scheme of the present utility model is as follows: a kind of construction is reinforced shaped steel combination unit with framed column template, two channel-section steels be arranged in parallel, in the groove of every channel-section steel, be provided with three equally distributed shaped steel support top short columns, shaped steel support top short column is perpendicular to the length direction of channel-section steel, and is fixedly connected with the inwall of channel-section steel; At the two ends of every channel-section steel, be respectively equipped with the identical manhole in position, two Screw arbor with nut at both-ends pass respectively the manhole of correspondence position, set screw is threaded with Screw arbor with nut at both-ends, at the relative external surface of each channel-section steel, be provided with two set screw and be threaded with Screw arbor with nut at both-ends, at each channel-section steel external surface in opposite directions, be provided with two screw rod snap closes and be threaded with Screw arbor with nut at both-ends.
This construction reinforces with framed column template that shaped steel combination unit is a kind of easy to use, simple structure, swift to operate, with low cost, reliability and stability are high and the mold of turnover capable of circulation, standardized construction framed column template are reinforced shaped steel combination unit.Be suitable under condition that type of subject is frame construction frame column exterior sheathing effect fixing and sizing, it not only can reclaim and recycle, efficient and convenient, the efficiency of construction that greatly improved column template reinforcing process, and the mass defect of having avoided the unguyed negligent supervision such as put in place of fastener in construction to cause, make the mass effect after frame column moulding better.The particularly formwork reinforcement better effects if to steel-concrete group frame rod structure.
Accompanying drawing explanation
Fig. 1 is the structural representation that construction framed column template is reinforced shaped steel combination unit.
Fig. 2 is the application schematic diagram that construction framed column template is reinforced shaped steel combination unit.
The specific embodiment
As shown in Figure 1, a kind of construction is reinforced shaped steel combination unit with framed column template, and two channel-section steels 1 be arranged in parallel, are provided with three equally distributed shaped steel support top short columns 3 in the groove of every channel-section steel 1, shaped steel support top short column 3 is perpendicular to the length direction of channel-section steel 1, and is fixedly connected with the inwall of channel-section steel; At the two ends of every channel-section steel 1, be respectively equipped with the identical manhole in position, two Screw arbor with nut at both-ends 2 pass respectively the manhole of correspondence position, set screw 4 is threaded with Screw arbor with nut at both-ends 2, at the relative external surface of each channel-section steel 1, be provided with two set screw 4 and be threaded with Screw arbor with nut at both-ends 2, at each channel-section steel 1 external surface in opposite directions, be provided with two screw rod snap closes 5 and be threaded with Screw arbor with nut at both-ends 2.
As shown in Figure 2, operating process: first weld Φ 16 reinforcing bars as its shaped steel support top short column 3 in opening one side of U-shaped channel-section steel 1, channel-section steel is carried out to the rigidity of useful cross section and strengthen, guarantee that lateral pressure and heaped load that channel-section steel produces in the time of can be because of concreting in frame column work progress make shaped steel stress deformation.Screw arbor with nut at both-ends 2 is through two channel-section steel through holes, in channel-section steel inner side, adopt the size of space of fixing two channel-section steels after set screw 4 and screw washer rotation, channel-section steel outside adopts screw rod snap close 5 and pad by firm channel-section steel locking simultaneously, treats that the reinforcement of the inside and outside fixing afterframe column template of channel-section steel completes.
Claims (1)
1. a construction is reinforced shaped steel combination unit with framed column template, it is characterized in that: two channel-section steels (1) be arranged in parallel, in the groove of every channel-section steel (1), be provided with three equally distributed shaped steel support top short columns (3), shaped steel support top short column (3) is perpendicular to the length direction of channel-section steel (1), and is fixedly connected with the inwall of channel-section steel; At the two ends of every channel-section steel (1), be respectively equipped with the identical manhole in position, two Screw arbor with nut at both-ends (2) pass respectively the manhole of correspondence position, set screw (4) is threaded with Screw arbor with nut at both-ends (2), at the relative external surface of each channel-section steel (1), be provided with two set screw (4) and be threaded with Screw arbor with nut at both-ends (2), at each channel-section steel (1) external surface in opposite directions, be provided with two screw rod snap closes (5) and be threaded with Screw arbor with nut at both-ends (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320738036.0U CN203569886U (en) | 2013-11-21 | 2013-11-21 | Frame column formwork reinforcement steel combination device for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320738036.0U CN203569886U (en) | 2013-11-21 | 2013-11-21 | Frame column formwork reinforcement steel combination device for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569886U true CN203569886U (en) | 2014-04-30 |
Family
ID=50537623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320738036.0U Expired - Lifetime CN203569886U (en) | 2013-11-21 | 2013-11-21 | Frame column formwork reinforcement steel combination device for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203569886U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590199A (en) * | 2018-07-16 | 2018-09-28 | 浙江中南建设集团钢结构有限公司 | A kind of bottom bolt single layer steel column installation interim stabilization structure and its antihunt means |
-
2013
- 2013-11-21 CN CN201320738036.0U patent/CN203569886U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590199A (en) * | 2018-07-16 | 2018-09-28 | 浙江中南建设集团钢结构有限公司 | A kind of bottom bolt single layer steel column installation interim stabilization structure and its antihunt means |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140430 |