CN202441119U - Tool type retaining board foundation pit edge enclosure structure - Google Patents
Tool type retaining board foundation pit edge enclosure structure Download PDFInfo
- Publication number
- CN202441119U CN202441119U CN2012200228298U CN201220022829U CN202441119U CN 202441119 U CN202441119 U CN 202441119U CN 2012200228298 U CN2012200228298 U CN 2012200228298U CN 201220022829 U CN201220022829 U CN 201220022829U CN 202441119 U CN202441119 U CN 202441119U
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- Prior art keywords
- baffle plate
- plate
- baffle
- foundation ditch
- tool
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- Expired - Fee Related
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Abstract
The utility model discloses a tool type retaining board foundation pit edge enclosure structure. The enclosure structure comprises a retaining board, retaining board sleeve groove steels are arranged on two sides of the retaining board and fixed on a capping beam, and the upper end face of the retaining board is connected with the retaining board sleeve groove steels. The tool type retaining board foundation pit edge enclosure structure has the advantages of being capable of achieving safe management of the foundation pit edge enclosure in the construction, ensuring the safe operation of foundation pit edge enclosure in the construction, and improving the safe management level and comprehensive benefits of the construction. The tool type retaining board foundation pit edge enclosure structure is firm and reliable, economic and applicable, flexible and convenient, can be reused in a plurality of projects, and is convenient to popularize and apply widely in construction enterprises.
Description
Technical field
The utility model relates to a kind of limit space enclosing structure of facing, and more specifically says, it relates to a kind of tool-type baffle plate foundation ditch and faces the limit space enclosing structure.
Background technology
Prior art is faced the limit to foundation ditch and is gone along with sb. to guard him the structural system that does not also form regularization, tool.Safety in production is the permanent theme of engineering construction forever, but the job site security incident takes place frequently in recent years, and wherein the incidence of high falling accident is the highest, and is dangerous maximum.Especially the high falling accident in pit earthwork excavation stage does not cause enough attention of site operation personnel; Foundation ditch faces the limit and goes along with sb. to guard him not in place; Go along with sb. to guard him to set up and do not meet standard; Enclosing expansion railing phenomenon loosening or that remove and remain incessant after repeated prohibition, is a big potential threat that causes excavation of foundation pit stage high falling accident to take place frequently.And facing the limit, original foundation ditch goes along with sb. to guard him the requirement that mode does not satisfy safety management and green construction; For making the maximization of economy of resources, prevent the wasting of resources, improve resource utilization; Make foundation ditch face the material of going along with sb. to guard him on the limit and repeat the turnover use; Alleviate operating personnel's labour intensity, satisfy the building operations foundation ditch and face the requirement that go along with sb. to guard him on the limit, carry out green construction.At present the building operations foundation ditch faces that the construction cost of going along with sb. to guard him on the limit is high, benefit is low and can not have enough to meet the need use, serious waste of resources.
Summary of the invention
The purpose of the utility model is to overcome deficiency of the prior art; Provide a kind of and prevent the wasting of resources, improve resource utilization for making the maximization of economy of resources; Make foundation ditch face the material of going along with sb. to guard him on the limit and repeat the turnover use; Ensure the safety in production of building operations, alleviate operating personnel's labour intensity, satisfy the building operations foundation ditch and face the limit and go along with sb. to guard him the tool-type baffle plate foundation ditch of requirement and face the limit space enclosing structure.
This tool-type baffle plate foundation ditch faces the limit space enclosing structure, comprises baffle plate, and the dual-side of said baffle plate is provided with the baffle-plate-sleeve channel-section steel, and said baffle-plate-sleeve channel-section steel is fixed on the capping beam, and the upper surface of said baffle plate connects the baffle plate channel-section steel that bears down on one.
As preferably: said baffle-plate-sleeve channel-section steel is the member of 1400mm * 37mm * 50mm.
As preferably: the said baffle plate channel-section steel that bears down on one is the member of 3600mm * 40mm * 63mm.
As preferably: be provided with the baffle plate bridge piece between the two fan baffle plates.
As preferably: said baffle plate bridge piece is 5mm * 20mm, the T type member that 5mm * 40mm is welded to form.
As preferably: between the two fan baffle plates and be connected with the baffle plate tension member between the two baffle-plate-sleeve channel-section steels.
As preferably: said baffle plate tension member is long 1000mm, and the reinforcing bar two ends of Φ 16 are respectively welded the iron plate of a 100mm * 50mm * 10mm and formed.
As preferably: the bottom of said baffle plate also is provided with foot guard plate.
The beneficial effect of the utility model is: can realize that foundation ditch faces the safety management that go along with sb. to guard him on the limit in the building operations, guarantee that the building operations foundation ditch faces the safe operation that go along with sb. to guard him on the limit, improve the safety management level and the comprehensive benefit of building operations.It is solid and reliable, economic and practical, flexible that this tool-type baffle plate foundation ditch faces the limit space enclosing structure, can in a plurality of engineerings, have enough to meet the need use, is convenient to enterprise in charge of construction and applies widely.
Description of drawings
Fig. 1 is the utility model master TV structure sketch map;
Fig. 2 is the utility model side-looking structural representation;
Reference numeral: baffle plate 1, baffle-plate-sleeve channel-section steel 2, baffle plate bear down on one channel-section steel 3, baffle plate bridge piece 4, baffle plate tension member 5, capping beam 6, foot guard plate 7.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the utility model is done and to be further described.Though the utility model will combine preferred embodiment to describe, and should know, do not represent that the utility model is limited among the said embodiment.On the contrary, the utility model will be contained interior alternative, modified and the equivalent of scope of the utility model that can be included in attached claims qualification.
Extremely shown in Figure 2 referring to Fig. 1; The tool-type baffle plate foundation ditch of the utility model faces the limit space enclosing structure component assemblies such as channel-section steel 3, baffle plate bridge piece 4, baffle plate tension member 5 that mainly beared down on one by baffle plate 1, baffle-plate-sleeve channel-section steel 2, baffle plate and forms; The size of each member is accurate, before installation, baffle-plate-sleeve channel-section steel 2, baffle plate bridge piece 4, baffle plate tension member 5 is processed.Baffle-plate-sleeve channel-section steel 2 adopts the 5# channel-section steel to be processed into the member of 1400mm * 37mm * 50mm; The steel plate of welding 200mm * 100mm * 10mm in the channel-section steel end; As with the plane of pattern foundation pit supporting structure capping beam 6 (or basis) anchoring, the reinforcing bar that is in 2 long 50mm Φ 16 of baffle plate channel-section steel interior welds at the 200mm apart from the bottom simultaneously is used to shelve baffle plate 1.Bear down on one channel-section steel 3 of baffle plate adopts the 6.3# channel-section steels to be processed into the member of 3600mm * 40mm * 63mm, adopts high-strength bolt to be connected with baffle-plate-sleeve channel-section steel 2 at the channel-section steel both ends, and formation tool-type baffle plate foundation ditch faces limit space enclosing structure main bearing member.Baffle plate bridge piece 4 is by 5mm * 20mm, and the T type member that 5mm * 40mm is welded to form is used for the overlap joint connection between the two fan baffle plates 1.Baffle plate tension member 4 acts between the two fan baffle plates 1 and the connection between the two baffle-plate-sleeve channel-section steels 2, adopts long 1000mm, and the iron plate of a 100mm * 50mm * 10mm is respectively welded at the reinforcing bar two ends of Φ 16.Go up standing baffle cover channel-section steel 2 at capping beam 6 (or basis): every at a distance from the upright baffle-plate-sleeve channel-section steel 2 of 3600mm along capping beam 6 (or basis) center line; The channel-section steel opening part is relative in twos; Four jiaos of channel-section steel bottom 200mm * 100mm steel plate are connected with capping beam 6 (or basis) with 4 high-strength bolts and fix, and formation tool-type baffle plate foundation ditch faces the limit space enclosing structure.Be provided with the high yellowish-white alternate foot guard plate 7 of 200mm in the bottom of baffle plate 1.
Claims (8)
1. a tool-type baffle plate foundation ditch faces the limit space enclosing structure; It is characterized in that: comprise baffle plate (1); The dual-side of said baffle plate (1) is provided with baffle-plate-sleeve channel-section steel (2), and said baffle-plate-sleeve channel-section steel (2) is fixed on the capping beam (6), and the upper surface of said baffle plate (1) connects the baffle plate channel-section steel (3) that bears down on one.
2. tool-type baffle plate foundation ditch according to claim 1 faces the limit space enclosing structure, it is characterized in that: said baffle-plate-sleeve channel-section steel (2) is the member of 1400mm * 37mm * 50mm.
3. tool-type baffle plate foundation ditch according to claim 1 faces the limit space enclosing structure, it is characterized in that: the said baffle plate channel-section steel (3) that bears down on one is the member of 3600mm * 40mm * 63mm.
4. tool-type baffle plate foundation ditch according to claim 1 faces the limit space enclosing structure, it is characterized in that: be provided with baffle plate bridge piece (4) between the two fan baffle plates (1).
5. tool-type baffle plate foundation ditch according to claim 4 faces the limit space enclosing structure, it is characterized in that: said baffle plate bridge piece (4) is 5mm * 20mm, the T type member that 5mm * 40mm is welded to form.
6. tool-type baffle plate foundation ditch according to claim 1 faces the limit space enclosing structure, it is characterized in that: reach between the two baffle-plate-sleeve channel-section steels (2) between the two fan baffle plates (1) and be connected with baffle plate tension member (5).
7. tool-type baffle plate foundation ditch according to claim 6 faces the limit space enclosing structure, it is characterized in that: said baffle plate tension member (5) is long 1000mm, and the reinforcing bar two ends of Φ 16 are respectively welded the iron plate of a 100mm * 50mm * 10mm and formed.
8. tool-type baffle plate foundation ditch according to claim 1 faces the limit space enclosing structure, it is characterized in that: the bottom of said baffle plate (1) also is provided with foot guard plate (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200228298U CN202441119U (en) | 2012-01-18 | 2012-01-18 | Tool type retaining board foundation pit edge enclosure structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200228298U CN202441119U (en) | 2012-01-18 | 2012-01-18 | Tool type retaining board foundation pit edge enclosure structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202441119U true CN202441119U (en) | 2012-09-19 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200228298U Expired - Fee Related CN202441119U (en) | 2012-01-18 | 2012-01-18 | Tool type retaining board foundation pit edge enclosure structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202441119U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334440A (en) * | 2013-07-04 | 2013-10-02 | 中国地质大学（北京） | Detachable circular foundation pit supporting device and equipment |
| CN103669999A (en) * | 2013-12-13 | 2014-03-26 | 定襄晟龙木雕模型艺术有限公司 | Method for manufacturing handrails in wood carving model |
| CN103758396A (en) * | 2014-01-09 | 2014-04-30 | 杜昌君 | Combined type wall |
| CN109457706A (en) * | 2018-12-28 | 2019-03-12 | 北京城建北方集团有限公司 | Foundation pit edge protection can be had enough to meet the need |
| CN110607937A (en) * | 2019-08-13 | 2019-12-24 | 南京唐壹信息科技有限公司 | Deep foundation pit safety device for building construction |
| CN111254942A (en) * | 2020-02-27 | 2020-06-09 | 上海路携科技发展中心 | Foundation pit edge regularization baffle protection and construction method |
-
2012
- 2012-01-18 CN CN2012200228298U patent/CN202441119U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103334440A (en) * | 2013-07-04 | 2013-10-02 | 中国地质大学（北京） | Detachable circular foundation pit supporting device and equipment |
| CN103334440B (en) * | 2013-07-04 | 2015-09-30 | 中国地质大学（北京） | Detachable circular foundation pit suspension device and equipment |
| CN103669999A (en) * | 2013-12-13 | 2014-03-26 | 定襄晟龙木雕模型艺术有限公司 | Method for manufacturing handrails in wood carving model |
| CN103758396A (en) * | 2014-01-09 | 2014-04-30 | 杜昌君 | Combined type wall |
| CN109457706A (en) * | 2018-12-28 | 2019-03-12 | 北京城建北方集团有限公司 | Foundation pit edge protection can be had enough to meet the need |
| CN109457706B (en) * | 2018-12-28 | 2024-04-02 | 北京城建北方集团有限公司 | Can have enough to meet need foundation ditch face limit protection |
| CN110607937A (en) * | 2019-08-13 | 2019-12-24 | 南京唐壹信息科技有限公司 | Deep foundation pit safety device for building construction |
| CN111254942A (en) * | 2020-02-27 | 2020-06-09 | 上海路携科技发展中心 | Foundation pit edge regularization baffle protection and construction method |
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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: 20120919 Termination date: 20130118 |