CN204059420U - Late poured band support structure - Google Patents
Late poured band support structure Download PDFInfo
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- CN204059420U CN204059420U CN201420487986.5U CN201420487986U CN204059420U CN 204059420 U CN204059420 U CN 204059420U CN 201420487986 U CN201420487986 U CN 201420487986U CN 204059420 U CN204059420 U CN 204059420U
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- support structure
- poured band
- late poured
- utility
- band support
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 33
- 239000010959 steel Substances 0.000 claims abstract description 33
- 238000005266 casting Methods 0.000 claims abstract description 25
- 238000005452 bending Methods 0.000 claims abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a kind of late poured band support structure, it is for supporting the end of encorbelmenting of both sides, ater-casting, it comprises: multiple support column being arranged at intervals at both sides, ater-casting, and described support column comprises steel column, is connected to the pre-buried end in top on described steel column top and is connected to the support baseboard of described steel column bottom; The pre-buried end in described top is connected with many bending anchor bars.The late poured band support structure that the technical scheme of utility model adopts has the little feature of deadweight, thus greatly reduces the load of bottom late poured band support structure.Late poured band support structure of the present utility model adopts prefabricated steel to make, and therefore can quick Fabrication build, and saves the engineering time.In addition because late poured band support structure of the present utility model can build rear replacement steel pipe scaffold as braced structures by concrete floor again, therefore late poured band support structure of the present utility model can also improve the utilization ratio of steel pipe scaffold.
Description
Technical field
The utility model relates to a kind of construction implement, especially a kind of late poured band support structure.
Background technology
In construction work, ater-casting considers the factors such as variation of ambient temperature, concrete shrinkage, structure differential settlement, Jiang Liang, plate (comprising sole plate), wall are divided into some parts, the concrete belt with one fixed width of building again after certain hour.Wherein, water construction band after arranging and be called pouring after settlement for solving the differential settlement of highrise building main tower and annex.Usually just can carry out shutoff to pouring after settlement after will waiting until the settlement stability of building in work progress, this process is minimum needs the several months.Due to the existence of ater-casting in the infall process waiting for building, floor and the beam of both sides, ater-casting are all in off-state, intensity is very low, cannot bear larger load, so needed to support the floor of both sides, ater-casting and the end of encorbelmenting of beam before shutoff ater-casting.Usually the full hall support system of steel pipe can be adopted in prior art as the support system of ater-casting.
But use the full hall support system of steel pipe to have a lot of shortcoming as late poured band support system: first, can there is considerable time in ater-casting in work progress as mentioned above, the bracing or strutting arrangement of both sides, ater-casting needs to retain always during this period, this can cause the instrument such as template, steel pipe can not have enough to meet the need for a long time, increases a large amount of fastening lease expenses; Secondly the full hall support system of steel pipe has larger deadweight usually, and the load of both sides, ater-casting, upper strata can successively going down, and the support system of such bottom needs to bear very large load, very high to the requirement of strength of support system.
Utility model content
The utility model provides a kind of late poured band support structure, and this late poured band support structure can solve the problem that traditional late poured band support dead load is excessive, install complexity.
The technical solution of the utility model comprises a kind of late poured band support structure, for supporting the end of encorbelmenting of both sides, ater-casting, described late poured band support structure comprises: the multiple support columns being arranged at both sides, ater-casting to be built, and described support column comprises steel column, is connected to the pre-buried end in top on described steel column top and is connected to the support baseboard of described steel column bottom; The pre-buried end in described top is connected with many bending anchor bars.
The utility model late poured band support structure is improved further and is: the cross section of described steel column is cross, is welded to stupefied by two panels angle steel is stupefied.
The utility model late poured band support structure is improved further and is: described support baseboard is provided with multiple installing hole.
The utility model late poured band support structure is improved further and is: the support column of both sides, described ater-casting is linked together by the horizontal shore vertical with the direction of ater-casting.
The utility model late poured band support structure is improved further and is: the distance between adjacent described support column is not more than 4.2 meters.
The utility model is owing to have employed above technical scheme, and making it have following beneficial effect is: the late poured band support structure that the technical solution of the utility model adopts has the little feature of deadweight, thus greatly reduces the load of bottom late poured band support structure.Late poured band support structure of the present utility model adopts prefabricated steel to make, and therefore can quick Fabrication build, and saves the engineering time.In addition because late poured band support structure of the present utility model can replace steel pipe scaffold as braced structures after concrete floor has been built, therefore late poured band support structure of the present utility model can also improve the utilization ratio of steel pipe scaffold.
Accompanying drawing explanation
Fig. 1 is the lateral view of the utility model late poured band support structure;
Figure 2 shows that the schematic diagram of the distribution situation of the support column of the utility model late poured band support structure;
Fig. 3 is the lateral view of the support column of the utility model late poured band support structure;
Figure 4 shows that the top view of the support column of the utility model late poured band support structure;
Figure 5 shows that the sectional view of the utility model late poured band support structure in use pre-buried end in top.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model is described, those skilled in the art the content disclosed by this manual can understand other advantages of the present utility model and effect easily.The utility model can also be implemented or be applied by detailed description of the invention different in addition, and the every details in this manual also can based on different viewpoints and application, carries out various modification or change not deviating under spirit of the present utility model.
It should be noted that, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the utility model, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the utility model can produce and the object that can reach, still all should drop on technology contents that the utility model discloses and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the utility model, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the utility model.
Refer to Fig. 1 and Fig. 2, Fig. 1 is the lateral view of the utility model late poured band support structure, Figure 2 shows that the schematic diagram of the distribution situation of the support column of the utility model late poured band support structure.As depicted in figs. 1 and 2: late poured band support structure of the present utility model comprises multiple support column 20, the support column 20 that a row equidistantly arranges respectively is provided with in the both sides of ater-casting 30.In the present embodiment, the distance between two adjacent support columns 20 is not more than 4.2 meters.
Be the lateral view of the support column of the utility model late poured band support structure please continue to refer to Fig. 3 and Fig. 4, Fig. 3, Fig. 4 is the top view of the support column of the utility model late poured band support structure.As shown in Figure 3 and Figure 4: support column 20 comprises by two panels angle steel stupefied to the stupefied steel column 24 be welded.The top of steel column 24 is as the main body of the pre-buried end 21 in top, and at top, pre-buried end 21 is welded with many with outside bending and the anchor bar 22 extended to horizontal direction.The support baseboard 23 that a slice is made up of steel plate is welded with in the bottom of steel column 24.Support baseboard 23 and steel column 24 are vertically connected and connect, for being supported in the floor of below to increase the contact area of support column 20 and lower floors in the use procedure of support column 20.An installing hole 25 is formed respectively in the corner of support baseboard 23.
Before the floor slab construction of upper strata, first at the upper surface of lower floor's floor, the both sides erection support column 20 of ater-casting 30, the support baseboard 23 of support column 20 is resisted against lower floor's floor 12.After assigned address, expansion bolt is used to pass the installing hole 25 of support baseboard 23 and support baseboard 23 is fixed on lower floor's floor 12 in the erection of support column 20.In order to make support column 20 in use more stable, the support column 20 of both sides, ater-casting 30 is linked together by the horizontal shore 26 vertical with the direction of ater-casting 30 in the present embodiment; Horizontal shore 26 is made up of reinforcing bar or shaped steel.The spacing of adjacent horizontal shore 26 is less than 4 meters.
Please continue to refer to Fig. 5, Figure 5 shows that the sectional view of the utility model late poured band support structure in use pre-buried end in top.The concrete blinding of upper strata floor 10 and the braced structures of concrete blinding is built at the upper surface of lower floor's floor 12 after support column 20 has set up.The pre-buried end 21 in top due to support column 20 needs the inside being embedded in upper strata floor 10, so the concrete blinding of upper strata floor 10 needs the prefabricated breach remaining for wearing support column 20 in advance.Treat that complete can the beginning of the template erection of upper strata floor 10 builds upper strata floor 10.As shown in Figure 5, the pre-buried end 21 in top of having built rear support post 20 top at upper strata floor 10 is embedded in the inside of upper floor plate 10 and upper strata crossbeam 11 completely in advance, and the anchor bar 22 of the pre-buried end in top 21 can make support column 20 to more firm with the connection of upper strata floor 10 and upper strata crossbeam 11.
Can by the support removing of the concrete blinding of upper strata floor 10 and concrete blinding after the concrete setting of upper strata floor 10 completes.After the support removing of concrete blinding, upper strata floor 10 is by the support only by support column 20.The weight of upper strata floor 10 braced structures in subsequent construction process can be reduced like this, and the recycling of concrete mould board supporting structure can be promoted.
In follow-up work progress, post empiricism structure of the present utility model can retain until ater-casting 30 has been built always, removes after ater-casting 30 has been built to support column 20.It is inner that the pre-buried end 21 in top due to support column 20 is embedded in upper floor plate 10 in advance, so need to be excised from support column 20 by pre-buried for top end 21 with cutting tool when removing support column 20.
Owing to have employed above technical scheme, this use is novel to be had following beneficial effect and is: the late poured band support structure that the technical solution of the utility model adopts has the little feature of deadweight, thus greatly reduces the load of bottom late poured band support structure.Late poured band support structure of the present utility model adopts prefabricated steel to make, and therefore can quick Fabrication build, and saves the engineering time.In addition because late poured band support structure of the present utility model can replace steel pipe scaffold as braced structures after concrete floor has been built, therefore late poured band support structure of the present utility model can also improve the utilization ratio of steel pipe scaffold.
The above is only preferred embodiment of the present utility model, not any pro forma restriction is done to the utility model, although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model, any those skilled in the art, not departing from the scope of technical solutions of the utility model, make a little change when the technology contents of above-mentioned announcement can be utilized or be modified to the Equivalent embodiments of equivalent variations, in every case be the content not departing from technical solutions of the utility model, according to any simple modification that technical spirit of the present utility model is done above embodiment, equivalent variations and modification, all still belong in the scope of technical solutions of the utility model.
Claims (5)
1. a late poured band support structure, for supporting the end of encorbelmenting of both sides, ater-casting, it is characterized in that, described late poured band support structure comprises: the multiple support columns being arranged at both sides, ater-casting to be built, and described support column comprises steel column, is connected to the pre-buried end in top on described steel column top and is connected to the support baseboard of described steel column bottom; The pre-buried end in described top is connected with many bending anchor bars.
2. late poured band support structure as claimed in claim 1, is characterized in that: the cross section of described steel column is cross, is welded by two panels angle steel is stupefied to stupefied.
3. late poured band support structure as claimed in claim 1, is characterized in that: described support baseboard is provided with multiple installing hole.
4. late poured band support structure as claimed in claim 1, is characterized in that: the support column of both sides, described ater-casting is linked together by the horizontal shore vertical with the direction of ater-casting.
5. late poured band support structure as claimed in claim 1, is characterized in that: the distance between adjacent described support column is not more than 4.2 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420487986.5U CN204059420U (en) | 2014-08-27 | 2014-08-27 | Late poured band support structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420487986.5U CN204059420U (en) | 2014-08-27 | 2014-08-27 | Late poured band support structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204059420U true CN204059420U (en) | 2014-12-31 |
Family
ID=52200964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420487986.5U Expired - Fee Related CN204059420U (en) | 2014-08-27 | 2014-08-27 | Late poured band support structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204059420U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284428A (en) * | 2016-08-31 | 2017-01-04 | 云南省建设投资控股集团有限公司 | A kind of concrete column method for supporting of building structure post-cast strip |
| CN109750830A (en) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | The load bearing support structure of high-altitude long-span beam slab concrete blinding |
| CN115450420A (en) * | 2022-10-20 | 2022-12-09 | 上海建工一建集团有限公司 | Floor post-cast strip disassembly-free template system and construction method thereof |
-
2014
- 2014-08-27 CN CN201420487986.5U patent/CN204059420U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284428A (en) * | 2016-08-31 | 2017-01-04 | 云南省建设投资控股集团有限公司 | A kind of concrete column method for supporting of building structure post-cast strip |
| CN109750830A (en) * | 2017-11-08 | 2019-05-14 | 上海宝冶集团有限公司 | The load bearing support structure of high-altitude long-span beam slab concrete blinding |
| CN115450420A (en) * | 2022-10-20 | 2022-12-09 | 上海建工一建集团有限公司 | Floor post-cast strip disassembly-free template system and construction method thereof |
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| 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: 20141231 |
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| CF01 | Termination of patent right due to non-payment of annual fee |