CN203347110U - Section steel stirrup applied to high-rise building raft foundation construction - Google Patents
Section steel stirrup applied to high-rise building raft foundation construction Download PDFInfo
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- CN203347110U CN203347110U CN 201320336166 CN201320336166U CN203347110U CN 203347110 U CN203347110 U CN 203347110U CN 201320336166 CN201320336166 CN 201320336166 CN 201320336166 U CN201320336166 U CN 201320336166U CN 203347110 U CN203347110 U CN 203347110U
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Abstract
The utility model relates to a section steel stirrup applied to high-rise building raft foundation construction and belongs to the technical field of building construction. The section steel stirrup applied to high-rise building raft foundation construction comprises a steel plate base, a plurality of channel steel upright columns and a plurality of horizontal steel beams, wherein the plurality of channel steel upright columns are welded and fixed on the steel plate base; the plurality of horizontal steel beams are welded, fixed and connected between the top ends of the channel steel upright columns. Through the adoption of the section steel stirrup with the structure, the whole stirrup is made of section steel, has high rigidity and avoids movement caused by the weight of a raft foundation reinforcing steel bar, so the quality requirement of foundation reinforcing steel bar construction is guaranteed; meanwhile the section steel stirrup is convenient in construction and reliable in connection and has good binding performance with concrete, so the concrete construction quality is guaranteed and the water seepage hazard caused by uncompacted concrete casting is avoided. The section steel stirrup applied to high-rise building raft foundation construction also has low cost.
Description
Technical field
The utility model relates to technical field of building construction, and particularly the Highrise Building With Raft Foundation technical field of construction, specifically refer to a kind of shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction.
Background technology
In the current sole plate reinforcement construction process larger at thickness, adopt reinforcing bar or steel pipe stirrup more, come the support baseboard top reinforcement to guarantee its distortion that is not shifted.But there is following problem:
While 1, adopting the reinforcing bar stirrup; because reinforced mesh deadweight is larger, insufficient rigidity often, reinforcing bar binding, spool install and the process of concreting in; easily cause reinforcing bar displacement distortion, be difficult to guarantee thickness of protection tier, the effective spacing of reinforcing bar and reinforcing bar binding quality.
2,, when adopting the steel pipe stirrup, because the steel pipe bore is less and pipe shaft is longer, therefore that the concrete in steel pipe is difficult to build is closely knit, impact to the waterproof effect of sole plate.
The utility model content
The purpose of this utility model is to have overcome above-mentioned shortcoming of the prior art, provide a kind of rigidity higher, can meet the quality requirement of raft foundation reinforcement construction, easy construction simultaneously, connection are reliably, better with the concrete binding ability, guarantee concrete construction quality, avoid because the pouring concrete leakiness causes infiltration hidden danger, and the comparatively cheap shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of cost.
In order to realize above-mentioned purpose, the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of the present utility model has following formation:
The shaped steel stirrup that this is applied to the Highrise Building With Raft Foundation construction, comprise susceptor plate, is fixedly welded on the some channel steel upright posts on this susceptor plate, and is welded and fixed the some horizontal girder steel be connected between described each channel steel upright post top.
This is applied in the shaped steel stirrup of Highrise Building With Raft Foundation construction, and the spacing of described horizontal girder steel is 2m.
This is applied to, in the shaped steel stirrup of Highrise Building With Raft Foundation construction, also be welded with some horizontal support angle steel between described each channel steel upright post.
This is applied in the shaped steel stirrup of Highrise Building With Raft Foundation construction, and described some horizontal support angle steel are divided into multilayer, and the spacing of each layer of horizontal support angle steel is 1.6m, and bottom horizontal support angle steel is not less than 0.3m from the distance of described susceptor plate.
This is applied in the shaped steel stirrup of Highrise Building With Raft Foundation construction, also is welded with some scissors between described each channel steel upright post and supports angle steel.
This is applied in the shaped steel stirrup of Highrise Building With Raft Foundation construction, and described scissors supports angle steel and is the distribution of " well " font.
Adopted the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of this utility model, because it comprises susceptor plate, be fixedly welded on the some channel steel upright posts on this susceptor plate, and be welded and fixed the some horizontal girder steel be connected between described each channel steel upright post top, make the whole shaped steel that adopts of stirrup make, rigidity is high, but the own wt because of the raft foundation reinforcing bar produces mobile, guarantee the quality requirement of reinforcement foundation construction, this shaped steel stirrup easy construction simultaneously, connect reliable, better with the concrete binding ability, guarantee concrete construction quality, avoid causing infiltration hidden danger because of the pouring concrete leakiness, and the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of the present utility model, its cost is also comparatively cheap.
The accompanying drawing explanation
Fig. 1 is the structural representation of the shaped steel stirrup that is applied to Highrise Building With Raft Foundation construction of the present utility model while being used in stair well, plash construction.
Fig. 2 is the structural representation of the shaped steel stirrup that is applied to Highrise Building With Raft Foundation construction of the present utility model while being used in the main building construction.
Fig. 3 is the annexation simplified schematic diagram that is applied to the shaped steel stirrup of Highrise Building With Raft Foundation construction of the present utility model.
Fig. 4 supports the elevational view that is applied to the shaped steel stirrup of Highrise Building With Raft Foundation construction of the present utility model of angle steel for being provided with " well " font scissors.
The specific embodiment
In order more clearly to understand technology contents of the present utility model, especially exemplified by following examples, describe in detail.
Referring to shown in Fig. 1, is the structural representation that is applied to the shaped steel stirrup of Highrise Building With Raft Foundation construction of the present utility model.
In one embodiment, as shown in Figure 1 to Figure 3, this shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction comprises susceptor plate 4, be fixedly welded on the some channel steel upright posts 1 on this susceptor plate 4, and be welded and fixed the some horizontal girder steel 2 be connected between described each channel steel upright post 1 top.The spacing of described horizontal girder steel 2 is 2m.
In embodiment more preferably, between described each channel steel upright post 1, also be welded with some horizontal support angle steel 3.Described some horizontal support angle steel 3 are divided into multilayer, and the spacing of each layer of horizontal support angle steel 3 is 1.6m, and bottom horizontal support angle steel 3 is not less than 0.3m from the distance of described susceptor plate 4.
In preferred embodiment, as shown in Figure 4, also be welded with some scissors between described each channel steel upright post 1 and support angle steel 5.Described scissors supports angle steel 5 and is the distribution of " well " font.
In actual applications; in order to overcome the serious and steel pipe stirrup concrete difficulty of reinforcing bar stirrup insufficient rigidity, reinforcing bar displacement distortion, build closely knit; the shortcomings such as easy infiltration, the Novel section steel stirrup supporting way of the utility model a kind of effective assurance sole plate thickness of protection tier of employing and reinforcing bar binding quality, concrete pouring quality.
The shaped steel stirrup that is applied to Highrise Building With Raft Foundation construction of the present utility model by the angle steel horizontal support of 10# channel steel upright post, the horizontal channel-section steel girder steel of 10#, L50mm * 50mm * 5mm (from column root 300mm, vertical spacing 1600mm is set in length and breadth), L50mm * 50mm * 5mm angle steel bridging forms (bridging becomes the elongated layout of " well " font).Its principal character is: can provide enough rigidity in the situation that upper placing of reinforcement is heavier, guarantee the reinforcing bar distortion that is not shifted, the construction quality of assurance reinforcing bar; Channel-section steel can well combine with concrete simultaneously, guarantees the construction quality of base plate self-waterproof concrete, eliminates infiltration hidden danger.
Working procedure is: the interim handling frame of vertical rod → set up interim handling frame → weld horizontal girder steel → welding angle steel horizontal support → welding angle steel bridging → remove is set.Concrete steps comprise:
1) vertical rod is set: vertical rod adopts the 10# channel-section steel, transverse and longitudinal spacing 2000mm, and pedestal adopts the steel plate of 200mm * 150mm * 10mm to make, and fillet weld seam, Hf ≮ 5mm are used in pedestal and channel steel upright post junction.
2) set up interim handling frame: adopt φ 48mm * 3.0mm steel pipe, vertical pole ' s span 1200 * 1200mm, step pitch, with the operation layer setting, arranges together vertically bridging, at operation layer, lays wooden springboard as operating platform, and springboard and handling frame are fixed with the 14# iron wire.
3) weld horizontal girder steel: horizontal girder steel adopts the 10# channel-section steel, according to each section base plate thickness, channel-section steel girder steel and column full weld is set together every 2000mm.
4) welding angle steel horizontal support: L50mm * 50mm * 5mm angle steel horizontal support from column root 300mm, arranges vertical spacing 1600mm, angle steel horizontal support and column full weld in length and breadth.
5) welding angle steel bridging: for the resistance to overturning of enhanced type steel stirrup, between shaped steel split heads column, bridging is set, bridging becomes the elongated layout of " well " font in the high building scope, and bridging is met elevator shaft, the sump position increases the road number according to thickness.
6) remove interim handling frame.
Advantage and the good effect of the of the present utility model shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction are:
1, guarantee enough rigidity, meet the requirement of basic raft slab muscle construction quality.
2, shaped steel convenient welding, connection are reliably.
3, shaped steel has good binding ability with concrete, can guarantee concrete construction quality, avoids causing infiltration hidden danger because of the pouring concrete leakiness.
Adopted the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of this utility model, because it comprises susceptor plate, be fixedly welded on the some channel steel upright posts on this susceptor plate, and be welded and fixed the some horizontal girder steel be connected between described each channel steel upright post top, make the whole shaped steel that adopts of stirrup make, rigidity is high, but the own wt because of the raft foundation reinforcing bar produces mobile, guarantee the quality requirement of reinforcement foundation construction, this shaped steel stirrup easy construction simultaneously, connect reliable, better with the concrete binding ability, guarantee concrete construction quality, avoid causing infiltration hidden danger because of the pouring concrete leakiness, and the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction of the present utility model, its cost is also comparatively cheap.
In this manual, the utility model is described with reference to its specific embodiment.But, still can make various modifications and conversion obviously and not deviate from spirit and scope of the present utility model.Therefore, manual and accompanying drawing are regarded in an illustrative, rather than a restrictive.
Claims (6)
1. one kind is applied to the shaped steel stirrup that Highrise Building With Raft Foundation is constructed, it is characterized in that, comprise susceptor plate, be fixedly welded on the some channel steel upright posts on this susceptor plate, and be welded and fixed the some horizontal girder steel be connected between described each channel steel upright post top.
2. the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction according to claim 1, is characterized in that, the spacing of described horizontal girder steel is 2m.
3. the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction according to claim 1, is characterized in that, also is welded with some horizontal support angle steel between described each channel steel upright post.
4. the shaped steel stirrup that is applied to Highrise Building With Raft Foundation construction according to claim 2, it is characterized in that, described some horizontal support angle steel are divided into multilayer, and the spacing of each layer of horizontal support angle steel is 1.6m, and bottom horizontal support angle steel is not less than 0.3m from the distance of described susceptor plate.
5. the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction according to claim 1, is characterized in that, also is welded with some scissors between described each channel steel upright post and supports angle steel.
6. the shaped steel stirrup that is applied to the Highrise Building With Raft Foundation construction according to claim 5, is characterized in that, described scissors supports angle steel and is the distribution of " well " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320336166 CN203347110U (en) | 2013-06-09 | 2013-06-09 | Section steel stirrup applied to high-rise building raft foundation construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320336166 CN203347110U (en) | 2013-06-09 | 2013-06-09 | Section steel stirrup applied to high-rise building raft foundation construction |
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| Publication Number | Publication Date |
|---|---|
| CN203347110U true CN203347110U (en) | 2013-12-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320336166 Expired - Fee Related CN203347110U (en) | 2013-06-09 | 2013-06-09 | Section steel stirrup applied to high-rise building raft foundation construction |
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| Country | Link |
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| CN (1) | CN203347110U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939152A (en) * | 2019-10-31 | 2020-03-31 | 成都建工第二建筑工程有限公司 | Raft foundation construction method |
| CN114482109A (en) * | 2022-02-28 | 2022-05-13 | 安徽富煌钢构股份有限公司 | Construction method for pre-buried steel column of raft foundation in complex environment |
-
2013
- 2013-06-09 CN CN 201320336166 patent/CN203347110U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110939152A (en) * | 2019-10-31 | 2020-03-31 | 成都建工第二建筑工程有限公司 | Raft foundation construction method |
| CN114482109A (en) * | 2022-02-28 | 2022-05-13 | 安徽富煌钢构股份有限公司 | Construction method for pre-buried steel column of raft foundation in complex environment |
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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: 20131218 Termination date: 20190609 |