CN203700899U - Steel tool-type temporary construction road - Google Patents

Steel tool-type temporary construction road Download PDF

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Publication number
CN203700899U
CN203700899U CN201320838435.4U CN201320838435U CN203700899U CN 203700899 U CN203700899 U CN 203700899U CN 201320838435 U CN201320838435 U CN 201320838435U CN 203700899 U CN203700899 U CN 203700899U
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CN
China
Prior art keywords
construction
road
reinforced concrete
temporary
type temporary
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 - Lifetime
Application number
CN201320838435.4U
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Chinese (zh)
Inventor
张学军
范世宏
陈有威
黄伟
杨云
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
QIANJIAN CO Ltd JIANGSU
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QIANJIAN CO Ltd JIANGSU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
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Priority to CN201320838435.4U priority Critical patent/CN203700899U/en
Application granted granted Critical
Publication of CN203700899U publication Critical patent/CN203700899U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a steel tool-type temporary construction road, relates to the technical field of construction roads and in particular relates to the paving technology of a temporary road in the construction field. The steel tool-type temporary construction road comprises at least four reinforced concrete bearing platforms with a prefabricated foundation bolt, at least two joist steels and a face layer steel plate, wherein the joist steels and the reinforced concrete bearing platforms are connected by virtue of the foundation bolts arranged on the reinforced concrete bearing platforms, and the face layer steel plate is arranged above the joist steels and are connected with the joist steels by virtue of bolts and nuts. By virtue of adopting the steel tool-type temporary construction road, the detachable connection between the face layer steel plate and the joist steels as well as the joist steels and the reinforced concrete bearing platforms are formed by virtue of the bolts respectively; when temporary road construction is needed to be carried out on a foundation plane, only the parts are needed to be mounted in the field, and the temporary road is short in the construction period and is not influenced by weather; after the construction period is completed, steel tool-type temporary construction road is also rapid in disassembly, can be repeatedly utilized without generating waste and pollution and does not influence other constructions.

Description

Steel tool-type temporary construction road
Technical field
The utility model relates to road construction technical field, relates in particular to the laying technology of the temporary road of job site.
Background technology
The temporary road using in China's building field at present is generally divided into that element (ash) rammed earth, building waste change and fill out, graded sand and stone place mat, concreting etc., wherein with the application of cast-in-situ concrete temporary construction road at most, because traditional cast-in-situ concrete temporary road construction period is longer, often need base treatment, setting cushion, install template, concreting, joint-cutting is treated the processes such as solidifying and maintenance, operation is comparatively loaded down with trivial details and can not come into operation in time, has directly affected construction period and has reduced economic benefit; Simultaneously, for some accident, such as major change, the strain capacity that especially underground utilities change is poor, once occur that major change temporary road often needs again to build, artificial, waste of material is larger; More outstanding shortcoming is in long-term use procedure, road surface breakage is seriously difficult to maintenance, after construction period finishes, can not reuse, and need drop into big machinery and occur a large amount of artificial and produce a large amount of building wastes when dismounting, cause the wasting of resources, run counter to green construction theory.
Utility model content
The purpose of this utility model is the deficiency in order to overcome existing temporary road, provides a kind of short construction period, site requirements steel tool-type temporary construction road high, not quick for installation.
The utility model is achieved in that steel tool-type temporary construction road, comprise at least four reinforced concrete pile caps that carry prefabricated stone bolt, at least two i iron and a chunk facing steel plate, described i iron is connected by the stone bolt being arranged on reinforced concrete pile cap with described reinforced concrete pile cap, described surface layer steel plate is arranged in i iron top, and is connected with i iron by screw bolt and nut.
Between surface layer steel plate of the present utility model and i iron, adopt respectively bolt to form detachable connection between i iron and reinforced concrete pile cap.In the time that needs carry out temporary road construction on a basic plane, only these parts need be installed at the scene, the construction period of this temporary road is short, weatherproof.After construction period finishes, remove also very soon, can reuse again, do not cause waste and pollute, do not cause the impact on other construction.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the present utility model.
Fig. 2 is I portion enlarged drawing in Fig. 1.
As shown in Figure 1, 2, the utility model is three i iron 4 of pre-layout on foundation pad 1, and the spacing between adjacent i iron 4 is identical.Below every i iron 4, equidistantly place three reinforced concrete pile caps 2 that carry prefabricated stone bolt 3, on each i iron 4, offer respectively the through hole coordinating with the prefabricated stone bolt 3 carrying on reinforced concrete pile cap 2 and be set in respectively on the stone bolt 3 on corresponding reinforced concrete pile cap 2, and adopt nut 6 to connect respectively.
On three i iron 4, carry out and cover a certain thickness surface layer steel plate 5, on the surface layer steel plate 5 of relative i iron 4, offer respectively bolt hole, certainly on i iron 4, bolt hole is also offered at corresponding position, by nut 7 and nut 8, surface layer steel plate 5 is fixed on i iron 4.

Claims (1)

1. steel tool-type temporary construction road, it is characterized in that comprising at least four reinforced concrete pile caps that carry prefabricated stone bolt, at least two i iron and a chunk facing steel plate, described i iron is connected by the stone bolt being arranged on reinforced concrete pile cap with described reinforced concrete pile cap, described surface layer steel plate is arranged in i iron top, and is connected with i iron by screw bolt and nut.
CN201320838435.4U 2013-12-19 2013-12-19 Steel tool-type temporary construction road Expired - Lifetime CN203700899U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320838435.4U CN203700899U (en) 2013-12-19 2013-12-19 Steel tool-type temporary construction road

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320838435.4U CN203700899U (en) 2013-12-19 2013-12-19 Steel tool-type temporary construction road

Publications (1)

Publication Number Publication Date
CN203700899U true CN203700899U (en) 2014-07-09

Family

ID=51051357

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320838435.4U Expired - Lifetime CN203700899U (en) 2013-12-19 2013-12-19 Steel tool-type temporary construction road

Country Status (1)

Country Link
CN (1) CN203700899U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711056A (en) * 2013-12-19 2014-04-09 江苏邗建集团有限公司 Steel tool type temporary construction road and construction method thereof
CN110777597A (en) * 2019-11-12 2020-02-11 中国十七冶集团有限公司 Construction method for turnover steel temporary pavement for pipe gallery engineering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103711056A (en) * 2013-12-19 2014-04-09 江苏邗建集团有限公司 Steel tool type temporary construction road and construction method thereof
CN110777597A (en) * 2019-11-12 2020-02-11 中国十七冶集团有限公司 Construction method for turnover steel temporary pavement for pipe gallery engineering

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GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20140709