CN204266216U - Bamboo beam anchoring and supporting structure of side slope - Google Patents
Bamboo beam anchoring and supporting structure of side slope Download PDFInfo
- Publication number
- CN204266216U CN204266216U CN201420710343.2U CN201420710343U CN204266216U CN 204266216 U CN204266216 U CN 204266216U CN 201420710343 U CN201420710343 U CN 201420710343U CN 204266216 U CN204266216 U CN 204266216U
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- Prior art keywords
- bamboo
- supporting
- slope
- anchor
- side slope
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- 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 - Lifetime
Links
- 239000011425 bamboo Substances 0.000 title claims abstract description 29
- 235000017166 Bambusa arundinacea Nutrition 0.000 title claims abstract description 28
- 235000017491 Bambusa tulda Nutrition 0.000 title claims abstract description 28
- 241001330002 Bambuseae Species 0.000 title claims abstract description 28
- 235000015334 Phyllostachys viridis Nutrition 0.000 title claims abstract description 28
- 238000004873 anchoring Methods 0.000 title claims abstract description 4
- 239000002131 composite material Substances 0.000 claims description 4
- 238000009412 basement excavation Methods 0.000 claims 3
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 5
- 239000002699 waste material Substances 0.000 abstract description 3
- 150000001875 compounds Chemical class 0.000 abstract 1
- 239000000463 material Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 241001640558 Cotoneaster horizontalis Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
技术领域 technical field
本实用新型涉及一种边坡的竹梁锚固支护结构,属于建筑工程基坑支护技术领域。The utility model relates to a bamboo girder anchor support structure for slopes, which belongs to the technical field of construction engineering foundation pit support.
背景技术 Background technique
在建筑施工过程中,基坑支护是为保证地下结构施工及基坑周边环境的安全,对基坑侧壁采取的支挡、加固与保护措施,以防止在施工过程中出现边坡塌方,地下施工结束后通过回填土的回填夯实,基坑支护也就失去作用,因此大部分基坑支护属于临时性防护措施,因此在设计时安全储备较小。In the construction process, the foundation pit support is to ensure the safety of the underground structure construction and the surrounding environment of the foundation pit. The support, reinforcement and protection measures are taken on the side wall of the foundation pit to prevent the slope from collapsing during the construction process. After the underground construction is completed, the foundation pit support will lose its function through backfilling and compaction of the backfill soil. Therefore, most of the foundation pit support is a temporary protection measure, so the safety reserve is small at the time of design.
常见的基坑支护方式主要有排桩支护、地下连续墙支护、水泥挡土墙支护、钢板桩支护、土钉墙喷锚支护等多种形式。现有支护形式大多是锚索锚杆与混凝土结合的结构,材料利用率低,支护成本高,施工效率低,影响施工进度。Common foundation pit support methods mainly include row pile support, underground diaphragm wall support, cement retaining wall support, steel sheet pile support, soil nail wall spray anchor support and other forms. Most of the existing support forms are structures combining anchor cables and bolts with concrete, which has low material utilization rate, high support cost, and low construction efficiency, which affects the construction progress.
实用新型内容 Utility model content
本实用新型的目的在于,提供一种边坡的竹梁锚固支护结构,在保证基坑使用安全的情况下,提高材料利用率,减了少资源的浪费,最终达到节约工程成本的目的。The purpose of the utility model is to provide a bamboo girder anchor support structure for a slope, which can improve the utilization rate of materials, reduce the waste of resources, and finally achieve the purpose of saving engineering costs under the condition of ensuring the safety of the foundation pit.
本实用新型的技术方案:Technical scheme of the utility model:
一种边坡的竹梁锚固支护结构,包括基坑边坡,基坑边坡上设有一组与边坡面贴合的支护梁,支护梁经竹锚杆与边坡面上的锚固孔连接。A bamboo beam anchoring and supporting structure for a slope, including a foundation pit slope, on which a group of support beams fitted to the slope surface are arranged, and the support beams pass through bamboo anchor rods and anchor holes on the slope surface connect.
前述支护结构中,所述支护梁是用复合竹板构成的板条,其长度略小于基坑边坡的斜面长度;支护梁的长度方向设有两列等间距排列的固定孔。In the aforementioned support structure, the support beam is a slat made of composite bamboo boards, and its length is slightly smaller than the length of the slope of the foundation pit slope; the length direction of the support beam is provided with two rows of fixed holes arranged at equal intervals.
前述支护结构中,所述一组支护梁沿边坡面的长度方向竖向等间距间隔排列,两个支护梁之间设有一列分隔竹锚杆。In the aforementioned supporting structure, the group of supporting beams is vertically arranged at equal intervals along the length direction of the slope surface, and a row of separating bamboo anchors is arranged between the two supporting beams.
前述支护结构中,所述锚固孔与边坡面垂直,孔深不小于1米,孔深随锚固孔的高度递增。In the aforementioned support structure, the anchor hole is perpendicular to the slope surface, the hole depth is not less than 1 meter, and the hole depth increases with the height of the anchor hole.
前述支护结构中,所述竹锚杆和分隔竹锚杆的长度略大于锚固孔深度加支护梁厚度。In the aforementioned support structure, the lengths of the bamboo anchor rods and the separated bamboo anchor rods are slightly greater than the depth of the anchor hole plus the thickness of the support beam.
与现有技术相比,本实用新型用复合竹板构成的板条以及竹锚杆替代传统的混凝土、锚索锚杆等支护结构,结构合理,具有良好的力学性能,可满足基坑壁的侧向抗推刚度。减少了资源浪费,大幅度降低工程投资,施工方便,可有效地提高施工效率,最终达到加快工程建设进度的目的。Compared with the prior art, the utility model replaces traditional support structures such as concrete, anchor cables and anchor rods with slats made of composite bamboo boards and bamboo anchor rods. The structure is reasonable and has good mechanical properties, which can meet the needs of foundation pit walls lateral thrust stiffness. The resource waste is reduced, the project investment is greatly reduced, the construction is convenient, the construction efficiency can be effectively improved, and the purpose of speeding up the project construction progress is finally achieved.
附图说明 Description of drawings
图1是本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
附图中的标记为:1-分隔竹锚杆,2-边坡面,3-锚固孔,4-支护梁,5-固定孔,6-竹锚杆。The marks in the accompanying drawings are: 1-separation bamboo anchor rod, 2-side slope surface, 3-anchor hole, 4-support beam, 5-fixing hole, 6-bamboo anchor rod.
具体实施方式 Detailed ways
下面结合附图和实施例对本实用新型作进一步的详细说明,但不作为对本实用新型的任何限制。The utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments, but not as any limitation to the utility model.
实施例 Example
一种边坡的竹梁锚固支护结构,如图1所示:包括基坑边坡,基坑边坡上设有一组与边坡面2贴合的支护梁4,支护梁4经竹锚杆6与边坡面2上的锚固孔3连接。支护梁4是用复合竹板构成的板条,其长度略小于基坑边坡的斜面长度;支护梁4的长度方向设有两列等间距排列的固定孔5。一组支护梁4沿边坡面2的长度方向竖向等间距间隔排列,两个支护梁4之间设有一列分隔竹锚杆1。锚固孔3与边坡面2垂直,孔深不小于1米,孔深随锚固孔3的高度递增。竹锚杆6和分隔竹锚杆1的长度略大于锚固孔3深度加支护梁4厚度。A kind of bamboo beam anchorage supporting structure of side slope, as shown in Figure 1: comprise foundation pit side slope, be provided with a group of supporting beam 4 that fits side slope surface 2 on the side slope of foundation pit, supporting beam 4 passes through The bamboo anchor rod 6 is connected with the anchor hole 3 on the slope surface 2 . The support beam 4 is a lath made of composite bamboo boards, and its length is slightly less than the slope length of the foundation pit slope; the length direction of the support beam 4 is provided with two rows of fixed holes 5 arranged at equal intervals. A group of supporting beams 4 are vertically arranged at equal intervals along the length direction of the slope surface 2 , and a column of separating bamboo anchors 1 is arranged between the two supporting beams 4 . The anchor hole 3 is perpendicular to the slope surface 2, the hole depth is not less than 1 meter, and the hole depth increases with the height of the anchor hole 3. The length of the bamboo anchor 6 and the separated bamboo anchor 1 is slightly greater than the depth of the anchor hole 3 plus the thickness of the support beam 4.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420710343.2U CN204266216U (en) | 2014-11-24 | 2014-11-24 | Bamboo beam anchoring and supporting structure of side slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420710343.2U CN204266216U (en) | 2014-11-24 | 2014-11-24 | Bamboo beam anchoring and supporting structure of side slope |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266216U true CN204266216U (en) | 2015-04-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420710343.2U Expired - Lifetime CN204266216U (en) | 2014-11-24 | 2014-11-24 | Bamboo beam anchoring and supporting structure of side slope |
Country Status (1)
| Country | Link |
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| CN (1) | CN204266216U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297747A (en) * | 2015-11-03 | 2016-02-03 | 三峡大学 | Slope strengthening method and greening and strengthening framework thereof |
| CN106120852A (en) * | 2016-07-06 | 2016-11-16 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and structure for reinforcing retaining wall |
| CN109235431A (en) * | 2018-10-11 | 2019-01-18 | 中南林业科技大学 | A kind of moso bamboo anchor pole and its construction method |
-
2014
- 2014-11-24 CN CN201420710343.2U patent/CN204266216U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297747A (en) * | 2015-11-03 | 2016-02-03 | 三峡大学 | Slope strengthening method and greening and strengthening framework thereof |
| CN106120852A (en) * | 2016-07-06 | 2016-11-16 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and structure for reinforcing retaining wall |
| CN106120852B (en) * | 2016-07-06 | 2018-08-28 | 中国电建集团贵阳勘测设计研究院有限公司 | Method and structure for reinforcing retaining wall |
| CN109235431A (en) * | 2018-10-11 | 2019-01-18 | 中南林业科技大学 | A kind of moso bamboo anchor pole and its construction method |
| CN109235431B (en) * | 2018-10-11 | 2023-11-07 | 中南林业科技大学 | A moso bamboo anchor and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150415 |
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| CX01 | Expiry of patent term |