CN201627362U - Suspended formwork support device for construction of steel structured concrete slabs - Google Patents
Suspended formwork support device for construction of steel structured concrete slabs Download PDFInfo
- Publication number
- CN201627362U CN201627362U CN201020101222XU CN201020101222U CN201627362U CN 201627362 U CN201627362 U CN 201627362U CN 201020101222X U CN201020101222X U CN 201020101222XU CN 201020101222 U CN201020101222 U CN 201020101222U CN 201627362 U CN201627362 U CN 201627362U
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- Prior art keywords
- floor slab
- concrete floor
- steel structure
- structure concrete
- mould plate
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Abstract
The utility model discloses a suspended formwork support device for construction of steel structured concrete slabs, which comprises a formwork support cross beam, clamping pieces, fastening bolts, perpendicular lifting bolts, horizontal fastening bolts and the like. The formwork support cross beam is suspended on the lower flange of an H-type steel beam through the clamping pieces, the clamping pieces are fastened to the lower flange of the H-type steel beam through the fastening bolts, the vertical lifting bolts are used for adjusting the height of the formwork support beam, and the horizontal fastening bolts are used for horizontal positioning of the formwork support beam. Square woods and a formwork are mounted above the formwork support cross beam, so that formwork erection of the steel structured concrete slabs can be quickly and conveniently carried out.
Description
Technical field
The utility model relates to a kind of construction formwork bracing or strutting arrangement, relates in particular to a kind of steel structure concrete floor slab construction with hanging mould plate supporting device.
Background technology
Along with economic construction and social development, steel work is used more and more.In most of steel work, what floor adopted is profiled sheet concrete combined floor or concrete floor at present.The profiled sheet concrete combined floor is with the construction formwork of profiled sheet as floor, direct fluid concrete and forming thereon, advantage such as it is fast that it has installation rate, easy and simple to handle.The profiled sheet concrete combined floor is divided into combined and non-combined.Combined composite floor substitutes the floor slab bottoms reinforcing bar with profiled sheet simultaneously, participates in the stressed of floor, but must carry out flameproof protection to profiled sheet, and it is less that expensive flameproof protection expense makes combined composite floor use.But not combined composite floor only adopts profiled sheet to use as construction formwork, has caused waste economically, causes expense higher indirectly.
Along with country to the advocating of energy-conservation and low-carbon (LC) building, steel house has obtained greatly developing as the dwelling house system of environment protecting and power-saving.Because use habit that people are long-term and developer's cost control, steel house is not generally done furred ceiling, but the processing of plastering, obviously concrete floor has absolute predominance than profiled sheet composite floor in economical and use.
In the prior art, the job practices that directly adopts concrete floor is exactly directly to set up scaffold, and wooden form is installed then.
There is following shortcoming at least in above-mentioned prior art: workload is big, long construction period.
The utility model content
The purpose of this utility model provides a kind of steel structure concrete floor slab construction of steel structure concrete floor slab formwork erection that can carry out quickly and easily with hanging mould plate supporting device.
The purpose of this utility model is achieved through the following technical solutions:
Steel structure concrete floor slab construction of the present utility model comprises the template supporting traverse with hanging mould plate supporting device, and described template supporting traverse is suspended on the bottom flange of the H section steel beam of steel structure concrete floor slab.
The technical scheme that is provided by above-mentioned the utility model as can be seen, steel structure concrete floor slab construction described in the utility model is with hanging mould plate supporting device, because the template supporting traverse is suspended on the bottom flange of the H section steel beam of steel structure concrete floor slab, can carry out the steel structure concrete floor slab formwork erection quickly and easily.
Description of drawings
Fig. 1 is the plane structure schematic diagram of the utility model steel structure concrete floor slab construction with the suspension mould plate supporting device;
Fig. 2 is the sectional view of the A-A direction of Fig. 1;
Fig. 3 is the sectional view of the B-B direction of Fig. 1;
Fig. 4 is the sectional view of the C-C direction of Fig. 2.
The specific embodiment
Steel structure concrete floor slab construction of the present utility model is with hanging mould plate supporting device, and its preferable specific embodiment is:
Comprise the template supporting traverse, described template supporting traverse is suspended on the bottom flange of the H section steel beam of steel structure concrete floor slab.The two ends of template supporting traverse can be suspended on the bottom flange of two H section steel beams respectively by fastener.Can be provided with fastening bolt between the bottom flange of fastener and H section steel beam.
Fastener can have two, is suspended on the both sides of the bottom flange of H section steel beam respectively; Fastener also can have one, is suspended on a side of the bottom flange of H section steel beam.
Can be provided with the horizontal fixed bolt in the horizontal direction between fastener and the template supporting traverse, in the vertical direction can be provided with the vertical lift bolt.
The bottom of fastener is provided with square hole or hook, and the end of template supporting traverse is inserted in the square hole or hangs on the hook, and the horizontal fixed bolt is located on the sidewall of square hole or hook, and the vertical lift bolt is located on the diapire of square hole or hook.
In concrete the enforcement, template supporting traverse cross section can have any shape; The form of structure of fastener can be unrestricted, and template supporting traverse length can not be subjected to the restriction of H section steel beam spacing.
This bracing or strutting arrangement can have a plurality of, and mutual dislocation is placed between a plurality of bracing or strutting arrangements.Wherein, the fastener of the mutually close end of the template supporting traverse of adjacent two bracing or strutting arrangements can merge into a single whole.
One or more layers lumps of wood is installed in the top of template supporting traverse, and the top of the lumps of wood is provided with template.The concrete lumps of wood can have two-layer, is respectively the horizontal lumps of wood, vertical lumps of wood.
Steel structure concrete floor slab construction of the present utility model is with hanging plate device, is made up of template supporting traverse and fastener, fastening bolt, vertical lift bolt, horizontal fixed bolt etc.The template supporting traverse is suspended on H section steel beam bottom flange by fastener, and fastener is anchored on H shaped steel bottom flange by fastening bolt, and the vertical lift bolt is used to regulate the height of template supporting traverse, and the horizontal fixed bolt is used to regulate the horizontal location of template supporting traverse.The horizontal lumps of wood, vertical lumps of wood and template can directly be installed on this bracing or strutting arrangement.Have following beneficial effect:
But multilayer is constructed simultaneously, has improved operating efficiency;
The suspension technology makes the girder steel more reasonable stress, make template install, dismantle more quick and easy;
Be convenient to modularization and make, Construction Arrangement is more flexible, is beneficial to produce to promote;
Reusable, have better economic performance.
Also in conjunction with the accompanying drawings the application is described in detail below by specific embodiment:
As Fig. 1, Fig. 2, Fig. 3, shown in Figure 4, comprise steel column 1, steel girder 2, steel secondary beam 3 etc., template supporting traverse 4 hangs on by fastener 5 between the bottom flange of steel secondary beam 3, and fastener 5 is anchored between the bottom flange of steel secondary beam 3 by fastening bolt 6.Fastener 5 is provided with fastening bolt 6, vertical lift bolt 7, horizontal fixed bolt 8.The horizontal lumps of wood 9, the vertically lumps of wood 10 and template 11 etc. directly are installed on this bracing or strutting arrangement.
The program of total construction is: hang on fastener 5 between the bottom flange of steel secondary beam 3 by fastening bolt 6 earlier, again template supporting traverse 4 is inserted the fastener 5 from the end, adjust the height of template supporting traverse 4 by vertical lift bolt 7, also fixing by the horizontal location of horizontal fixed bolt 8 adjusting template supporting traverses 4 then, the horizontal lumps of wood 9 is installed at last successively, vertically the lumps of wood 10, template 11.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.
Claims (10)
1. a steel structure concrete floor slab construction is characterized in that with hanging mould plate supporting device comprise the template supporting traverse, described template supporting traverse is suspended on the bottom flange of the H section steel beam of steel structure concrete floor slab.
2. steel structure concrete floor slab construction according to claim 1 is characterized in that with hanging mould plate supporting device the two ends of described template supporting traverse are suspended on the bottom flange of two H section steel beams respectively by fastener.
3. steel structure concrete floor slab construction according to claim 2 is characterized in that with hanging mould plate supporting device, is provided with fastening bolt between the bottom flange of described fastener and described H section steel beam.
4. steel structure concrete floor slab construction according to claim 3 is characterized in that with hanging mould plate supporting device described fastener has two, is suspended on the both sides of the bottom flange of described H section steel beam respectively; Or described fastener has one, is suspended on a side of the bottom flange of described H section steel beam.
5. steel structure concrete floor slab construction according to claim 4 is with hanging mould plate supporting device, it is characterized in that, be provided with the horizontal fixed bolt in the horizontal direction between described fastener and the described template supporting traverse, in the vertical direction is provided with the vertical lift bolt.
6. steel structure concrete floor slab construction according to claim 5 is with hanging mould plate supporting device, it is characterized in that, the bottom of described fastener is provided with square hole or hook, the end of described template supporting traverse is inserted in the described square hole or hangs on the described hook, described horizontal fixed bolt is located on the sidewall of described square hole or hook, and described vertical lift bolt is located on the diapire of described square hole or hook.
7. use according to each described steel structure concrete floor slab construction of claim 1 to 6 and hang mould plate supporting device, it is characterized in that this bracing or strutting arrangement has a plurality of, mutual dislocation is placed between a plurality of bracing or strutting arrangements.
8. steel structure concrete floor slab construction according to claim 7 is characterized in that with hanging mould plate supporting device the fastener of the mutually close end of the template supporting traverse of adjacent two bracing or strutting arrangements merges into a single whole.
9. steel structure concrete floor slab construction according to claim 7 is characterized in that with hanging mould plate supporting device one or more layers lumps of wood is installed in the top of described template supporting traverse, and the top of the described lumps of wood is provided with template.
10. steel structure concrete floor slab construction according to claim 9 is characterized in that with hanging mould plate supporting device the described lumps of wood has two-layer, is respectively the horizontal lumps of wood, vertical lumps of wood.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020101222XU CN201627362U (en) | 2010-01-25 | 2010-01-25 | Suspended formwork support device for construction of steel structured concrete slabs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020101222XU CN201627362U (en) | 2010-01-25 | 2010-01-25 | Suspended formwork support device for construction of steel structured concrete slabs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201627362U true CN201627362U (en) | 2010-11-10 |
Family
ID=43058753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020101222XU Expired - Lifetime CN201627362U (en) | 2010-01-25 | 2010-01-25 | Suspended formwork support device for construction of steel structured concrete slabs |
Country Status (1)
| Country | Link |
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| CN (1) | CN201627362U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116084A (en) * | 2010-12-10 | 2011-07-06 | 陈永生 | Hanging formwork device replacing supporting formwork for pouring concrete floor slab in multilayer building |
| CN102587553A (en) * | 2011-01-18 | 2012-07-18 | 王广武 | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete |
| CN103758343A (en) * | 2014-01-26 | 2014-04-30 | 中铁建工集团有限公司 | Hanging type construction method and hanging device for reinforced concrete floor |
| CN103930634A (en) * | 2011-06-22 | 2014-07-16 | 福姆700私人有限公司 | Formwork support improvements |
| CN106948597A (en) * | 2017-05-16 | 2017-07-14 | 山东颜祥模板科技有限公司 | Roof plate-girder Quick Release fast-assembling system and its erection method |
| CN109518950A (en) * | 2018-12-05 | 2019-03-26 | 上海建工二建集团有限公司 | Support-free tool-based template system applied to assembled cast-in-place section and use method thereof |
| CN111910914A (en) * | 2020-08-31 | 2020-11-10 | 中冶京诚工程技术有限公司 | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof |
-
2010
- 2010-01-25 CN CN201020101222XU patent/CN201627362U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116084A (en) * | 2010-12-10 | 2011-07-06 | 陈永生 | Hanging formwork device replacing supporting formwork for pouring concrete floor slab in multilayer building |
| CN102116084B (en) * | 2010-12-10 | 2013-09-04 | 陈永生 | Hanging formwork device replacing supporting formwork for pouring concrete floor slab in multilayer building |
| CN102587553A (en) * | 2011-01-18 | 2012-07-18 | 王广武 | Integrally-cast floor slab of wood-plastic support board, steel sections and concrete |
| CN103930634A (en) * | 2011-06-22 | 2014-07-16 | 福姆700私人有限公司 | Formwork support improvements |
| CN103930634B (en) * | 2011-06-22 | 2016-11-02 | 福姆700私人有限公司 | The improvement of template support |
| CN103758343A (en) * | 2014-01-26 | 2014-04-30 | 中铁建工集团有限公司 | Hanging type construction method and hanging device for reinforced concrete floor |
| CN106948597A (en) * | 2017-05-16 | 2017-07-14 | 山东颜祥模板科技有限公司 | Roof plate-girder Quick Release fast-assembling system and its erection method |
| CN109518950A (en) * | 2018-12-05 | 2019-03-26 | 上海建工二建集团有限公司 | Support-free tool-based template system applied to assembled cast-in-place section and use method thereof |
| CN111910914A (en) * | 2020-08-31 | 2020-11-10 | 中冶京诚工程技术有限公司 | Multi-story high-rise assembled steel structure non-composite floor slab supporting system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20101110 Effective date of abandoning: 20100125 |