CN212294670U - Floor slab band trades and props structure in compartment - Google Patents
Floor slab band trades and props structure in compartment Download PDFInfo
- Publication number
- CN212294670U CN212294670U CN201922110289.3U CN201922110289U CN212294670U CN 212294670 U CN212294670 U CN 212294670U CN 201922110289 U CN201922110289 U CN 201922110289U CN 212294670 U CN212294670 U CN 212294670U
- Authority
- CN
- China
- Prior art keywords
- floor slab
- slab band
- basement structure
- fender post
- basement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000008093 supporting effect Effects 0.000 claims description 31
- 239000002689 soil Substances 0.000 claims description 22
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 description 6
- 239000000945 filler Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 239000000463 material Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses a floor slab band trades props structure among compartment, including buildding the basement structure in the foundation ditch and buildding the fender post of inner wall all around at the foundation ditch, the interval is formed with the clearance of filling out between fender post and the basement structure, the clearance of filling out sets up all around the basement structure, it encircles basement structure slab band all around to be provided with at least in the clearance of filling out, the slab band comprises a plurality of backup pads, a plurality of backup pads are connected fixedly with basement structure and fender post respectively, and the interval is formed with the hole of filling out between the adjacent backup pad. The utility model discloses stable in structure, the time limit for a project of construction is shorter relatively, and construction cost is also relatively lower.
Description
Technical Field
The utility model relates to a floor slab band trades and props structure in compartment.
Background
The construction mode of traditional basement structure is earlier the foundation ditch of digging out, then build the fender post in order to keep the stability of foundation ditch structure at foundation ditch inner wall all around, to the foundation ditch that needs to build multilayer basement structure, along with the increase of foundation ditch degree of depth, need adopt higher fender post, however higher fender post has the risk of empting, in order to prevent empting of fender post, still generally need build a supporting beam on fender post, but when basement structure builds to a take the altitude, can appear disturbing between it and the supporting beam, influence continuation of basement structure and build, so need demolish supporting beam in follow-up work process, need adopt other bearing structure to replace supporting beam to support fender post before demolising, promptly "trade and prop". The current common support changing mode is as follows: the structural steel is arranged between the middle floor and the fender post of the basement structure, and the fender post is supported by the structural steel, so that the supporting beam can be normally dismantled, but the construction mode has higher difficulty and higher cost; the other mode is that a slab band is arranged between a middle floor and a fender post of the basement structure, the building of the slab band can be implemented only after soil is backfilled in a gap between the fender post and the basement structure, the process connection problem needs to be considered, and the cost is relatively high.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a floor slab band trades props structure in compartment, stable in structure, the time limit for a project of construction is shorter relatively, and construction cost is also lower relatively.
In order to realize the above-mentioned purpose, the utility model provides a floor slab band trades props structure in compartment, including buildding the basement structure in the foundation ditch and buildding the fender post of inner wall all around at the foundation ditch, the interval is formed with the clearance of filling out between fender post and the basement structure, the clearance of filling out encircles the basement structure and sets up all around, it encircles basement structure slab band all around to be provided with one at least in the clearance of filling out, the slab band comprises a plurality of backup pads, a plurality of backup pads are connected fixedly with basement structure and fender post respectively, and the interval is formed with the hole of filling out soil between the adjacent backup pad.
The utility model has the advantages that: through setting up the slab band in the clearance of filling out soil and connecting fender post and basement structure, make fender post can obtain effective support, prevent that fender post from empting and collapsing to can conveniently demolish a supporting beam, prop in order to realize "changing. The slab band is composed of the plurality of supporting plates, the soil filling holes are formed between the adjacent supporting plates at intervals, the slab band can be directly built without depending on soil filling, soil can be filled in the soil filling gaps through the soil filling holes subsequently after the slab band is built, the construction period is relatively short, and the construction cost is relatively low.
Further, a plurality of supporting plates of the plate belt are all distributed on the same horizontal height.
The effect of further setting is: the force of the fender post is more uniform and stable, and the supporting effect is improved.
Furthermore, the basement structure at least comprises one middle floor slab, and a strip is connected between each middle floor slab and the guard post.
The effect of further setting is: all connect through the slab band between floor and the fender post in every of basement structure, further can form better supporting effect to the fender post, make the atress of fender post each department more balanced.
Furthermore, the supporting plates of the adjacent plate strips are arranged in a mutually staggered mode.
The effect of further setting is: further, the force of the fender post is more uniform and stable, and the supporting effect is improved.
Furthermore, the lateral margin of the supporting plate facing the soil filling hole is provided with a downward inclined chamfer.
The effect of further setting is: the chamfer can play the effect of direction drainage when filling out soil, can be with the leading-in to filling out in the soil hole of soil charge.
Further, the support plate is a reinforced concrete plate.
The effect of further setting is: the reinforced concrete slab is convenient to build, has lower cost and can provide more stable supporting effect for the fender pile.
Drawings
Fig. 1 is a perspective view of an embodiment of the present invention;
fig. 2 is a cross-sectional view of an embodiment of the present invention.
Detailed Description
The utility model relates to a floor slab band trades embodiment that props structure among compartment is shown in fig. 1 to 2: including building basement structure 2 in foundation ditch 1 and building fender post 3 at foundation ditch 1 inner wall all around, foundation ditch 1 is dug out the soil material by ground 4 and forms, and basement structure 2 is two-layer at least, separates through well floor 21 between every layer, and the interval is formed with annular filler clearance 5 between fender post 3 and the basement structure 2, filler clearance 5 encircles basement structure 2 and sets up all around, be provided with one at least in the filler clearance 5 and encircle basement structure 2 slab band 6 all around, slab band 6 comprises a plurality of backup pads 61, a plurality of backup pads 61 are connected fixedly with basement structure 2 and fender post 3 respectively, and the interval is formed with the hole of filling up 62 between the adjacent backup pad 61. The plurality of supporting plates 61 of the plate strip 6 are distributed on the same horizontal height, one plate strip 6 is connected between each middle floor 21 and the fender post 3, the supporting plates 61 of the adjacent plate strips 6 are arranged in a mutually staggered manner, the staggered arrangement is that the supporting plates 61 of the plate strips 6 are arranged corresponding to the soil filling holes 62 of the adjacent plate strips 6 (as shown in figure 2), although a slight deviation can exist, the supporting plates 61 are provided with downward-inclined chamfers 611 towards the side edges of the soil filling holes 62, by adopting the arrangement, on one hand, the supporting plates 61 are arranged below the soil filling holes 62 as shielding objects to prevent personnel from falling carelessly, the safety is improved, and in the process of backfilling, soil can fall into the nearby soil filling holes 62 along the chamfers of the supporting plates 61, so that uniform soil filling is facilitated, and the staggered distribution of the supporting plates 61 can also play a role in uniformly supporting the fender post 3, make it more stable, in this embodiment the backup pad 61 is reinforced concrete board, conveniently builds, and the cost is lower. The plate belt 6 with the structure is adopted to support the fender post 3, so that the supporting beam can be smoothly removed, and 'support change' can be finally realized.
The above examples are only one of the preferred embodiments of the present invention, and the general changes and substitutions performed by those skilled in the art within the technical scope of the present invention are included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a floor slab band trades props structure in compartment, is including setting up the basement structure in the foundation ditch and setting up the fender post of inner wall around the foundation ditch, and the interval is formed with the clearance of filling out between fender post and the basement structure, the clearance of filling out encircles the basement structure and sets up its characterized in that all around: at least one strip surrounding the periphery of the basement structure is arranged in the soil filling gap, the strip is composed of a plurality of supporting plates, the supporting plates are respectively connected and fixed with the basement structure and the fender post, and soil filling holes are formed between the adjacent supporting plates at intervals.
2. A spaced-apart intermediate floor slab band bracing structure according to claim 1, wherein: the supporting plates of the plate belt are all distributed on the same horizontal height.
3. A spaced-apart intermediate floor slab band bracing structure according to claim 2, wherein: the basement structure at least comprises one middle floor slab, and a plate strip is connected between each middle floor slab and the guard post.
4. A spaced-apart intermediate floor slab band bracing structure according to claim 3, wherein: the supporting plates of adjacent plate strips are arranged in a mutually staggered manner.
5. A spaced-apart intermediate floor slab band relining structure as claimed in any one of claims 1 to 4, wherein: the lateral margin of the supporting plate facing the soil filling hole is provided with a downward inclined chamfer.
6. A spaced-apart intermediate floor slab band relining structure as claimed in any one of claims 1 to 4, wherein: the supporting plate is a reinforced concrete plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922110289.3U CN212294670U (en) | 2019-11-28 | 2019-11-28 | Floor slab band trades and props structure in compartment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922110289.3U CN212294670U (en) | 2019-11-28 | 2019-11-28 | Floor slab band trades and props structure in compartment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212294670U true CN212294670U (en) | 2021-01-05 |
Family
ID=73932327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922110289.3U Expired - Fee Related CN212294670U (en) | 2019-11-28 | 2019-11-28 | Floor slab band trades and props structure in compartment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212294670U (en) |
-
2019
- 2019-11-28 CN CN201922110289.3U patent/CN212294670U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210105 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |