CN203200629U - Quick polyurethane foam backfilling body for roadbed missing - Google Patents

Quick polyurethane foam backfilling body for roadbed missing Download PDF

Info

Publication number
CN203200629U
CN203200629U CN 201220609432 CN201220609432U CN203200629U CN 203200629 U CN203200629 U CN 203200629U CN 201220609432 CN201220609432 CN 201220609432 CN 201220609432 U CN201220609432 U CN 201220609432U CN 203200629 U CN203200629 U CN 203200629U
Authority
CN
China
Prior art keywords
backfilling
roadbed
missing
aggregates
utility
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
CN 201220609432
Other languages
Chinese (zh)
Inventor
韦灼彬
高屹
刘立洁
韩爽
莫冀
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.)
PLA NAVAL LOGISTICS COLLEGE
Original Assignee
Individual
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
Application filed by Individual filed Critical Individual
Priority to CN 201220609432 priority Critical patent/CN203200629U/en
Application granted granted Critical
Publication of CN203200629U publication Critical patent/CN203200629U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Polyurethanes Or Polyureas (AREA)

Abstract

The utility model discloses a quick polyurethane foam backfilling body for roadbed missing, and aims to provide a roadbed missing backfilling body which can quickly repair a missing roadbed and prevent the backfilling body from sinking along with the changes of time and environments. The polyurethane foam quick backfilling body for the roadbed missing comprises backfilling aggregates; polyurethane foams are filled in gaps of the backfilling aggregates to form a concrete structure including the backfilling aggregates and the polyurethane foams. The backfilling aggregates consist of broken stones or a mixture of broken concrete and the broken stones. By the backfilling body provided by the utility model, the missing roadbed can be repaired quickly; the statute limitations of mechanical compaction, consolidation and stabilization are broken; the backfilling speed is high; the efficiency of disaster relief can be improved; the normal production and living order is recovered quickly. The backfilling body disclosed by the utility model can not sink along with the changes of time and environmental conditions; the chronicity and the reliability of road service are improved; the temporary emergency use after repairing and the long-term use after disasters (wars) are coordinated.

Description

Roadbed lacks with the quick backfill body of polyurethane foam
Technical field
The utility model relates to a kind of roadbed disappearance and adopts the quick backfill liptinite of polyurethane foam.
Background technology
Since natural calamities such as earthquake, tsunami, flood wreck with war in the strike of high-tech precision guided weapon, highway, airport etc. unavoidably damages and injures, and seriously restricts and influence the performance of basic function.Under the destruction of natural calamities such as flood, earthquake and tsunami, road structure disappearance is often for large tracts of land is sagging, landslide, loss etc.; Under the high-tech precision guided weapon hit, the road structure disappearance often was the big scale of construction, highly dense crater.Need for the disappearance of roadbed that backfill is fixed repairs.Present backfill concretion technology generally is back-filling in layers and rolls real or compacting, wastes time and energy, and causes and repairs difficulty, causes traffic to be interrupted for a long time.And owing to be subjected to rolling the restriction that real or compacting influences the degree of depth, in use often because of time and environmental change depression takes place inevitably, cause repairing not put things right once and for all.
The utility model content
The purpose of this utility model is the technological deficiency that exists in the prior art in order to overcome, and a kind of disappearance roadbed of can repairing fast is provided, and keeps the backfill body not in time with environmental change and the roadbed of depression disappearance backfill body.
For realizing that the technical scheme that the purpose of this utility model adopts is:
A kind of roadbed disappearance is characterized in that with the quick backfill body of polyurethane foam, comprises that backfill gathers materials, and is filled with polyurethane foaming body in the space that described backfill is gathered materials, and forms the concrete structure that described backfill is gathered materials and is mingled with described polyurethane foaming body.
Described backfill is gathered materials and is mixed composition with rubble for rubble or broken concrete.
The particle diameter of described rubble is 30-50mm.
The utlity model has following beneficial effect:
1, backfill body of the present utility model can be repaired the disappearance roadbed fast, has broken through the timeliness restriction of mechanical ramming stabilization by consolidation, and backfill speed is fast, can improve the efficient of fighting calamities and providing relief, and recovers normal rapidly and produces and the life order.
2, backfill body of the present utility model has improved chronicity and the reliability of road service not in time with changes in environmental conditions and depression, and make the repairing back interim emergent use with the long-term use in calamity (war) back harmonious.
Description of drawings
Figure 1 shows that the utility model roadbed lacks the schematic diagram with the quick backfill body of polyurethane foam.
The specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Figure 1 shows that the utility model road roadbed lacks the schematic diagram with the quick backfill body of polyurethane foam, comprise that backfill gathers materials 1, be filled with polyurethane foaming body 2 in the space that described backfill is gathered materials, form described backfill 1 concrete structure that is mingled with described polyurethane foaming body 2 that gathers materials.Described backfill is gathered materials and 1 is mixed composition with rubble for rubble or broken concrete.Use particle diameter to gather materials as backfill as the rubble of 30-50mm in the present embodiment.Wherein, described polyurethane foaming body adopts conventional dual-component polyurethane expanding foam solution foaming to form.A component in the two component polyurethane expanding foam solution can form by the cross-linking reaction self-polymerization for toluene di-isocyanate(TDI) or '-diphenylmethane diisocyanate, the B component is the multicomponent mixture of being made up of hydroxyl polyether resin, epoxy resin, intensity reinforcing agent and kicker, the coefficient of foaming of described dual-component polyurethane expanding foam solution is 2.5-3.0 times, and the temperature before the described dual-component polyurethane expanding foam solution perfusion is 30-45 ℃.
A component and the B component that will be arranged in different material-storage jars are heated to respectively about 30-45 ℃, and stir, again after filtration, by two measuring pumps A component and B component are transported to separately dedicated pouring head respectively afterwards, A component and B component be through separately professional pouring head after evenly ejection mixes at a high speed, is filled in the space that backfill gathers materials.The dual-component polyurethane expanding foam solution is full and uniform enters into each space, form hard bubble after, form the concrete structure that backfill is gathered materials and is mingled with polyurethane foaming body.The interior roadbed to formation of stable back 2h that foams under the normal temperature lacks quick backfill body and carries out physical property detection, rupture strength: 2.0-4.0MPa; Impervious: 2.0-1.0MPa, leakproof; Foaming liptinite unconfined compression strength: 4.0-8.0MPa; Modulus of elasticity: 2.0 * 10 3-4.0 * 10 3MPa; Adhesion strength: 8.0-10.0MPa; Heat resistance:>100 ℃, satisfy the mechanical performance of roadbed requirement.Foaming was stablized in 5 hours not to be had cracking and peels off.

Claims (1)

1. roadbed disappearance is characterized in that with the quick backfill body of polyurethane foam, comprises that backfill gathers materials, and is filled with polyurethane foaming body in the space that described backfill is gathered materials, and forms the concrete structure that described backfill is gathered materials and is mingled with described polyurethane foaming body.
CN 201220609432 2012-11-16 2012-11-16 Quick polyurethane foam backfilling body for roadbed missing Expired - Lifetime CN203200629U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220609432 CN203200629U (en) 2012-11-16 2012-11-16 Quick polyurethane foam backfilling body for roadbed missing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220609432 CN203200629U (en) 2012-11-16 2012-11-16 Quick polyurethane foam backfilling body for roadbed missing

Publications (1)

Publication Number Publication Date
CN203200629U true CN203200629U (en) 2013-09-18

Family

ID=49144753

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220609432 Expired - Lifetime CN203200629U (en) 2012-11-16 2012-11-16 Quick polyurethane foam backfilling body for roadbed missing

Country Status (1)

Country Link
CN (1) CN203200629U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114032930A (en) * 2021-12-03 2022-02-11 中国人民解放军陆军工程大学 Slope emergency reinforcement rapid foaming filling method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114032930A (en) * 2021-12-03 2022-02-11 中国人民解放军陆军工程大学 Slope emergency reinforcement rapid foaming filling method

Similar Documents

Publication Publication Date Title
CN102443383B (en) High-dehydration hardenable plugging sealing agent
CN104829177B (en) High strength crack resistant concrete and preparation method, composition and application thereof
CN106046761B (en) High adhesiveness two-component epoxy-polyurethane intermingling material and preparation method thereof
Manohar et al. A novel steel-PAFRC composite fender for bridge pier protection under low velocity vessel impacts
CN102976692A (en) Ore-powder-doped high-performance shotcrete applicable to underground watertight oil cellars and preparation method thereof
CN102390975A (en) Geomechanics model simulating material for simulating weak rock mass and preparation method of geomechanics model simulating material
CN111472807B (en) Tunnel or tunnel surrounding rock shielding and protecting structure and method
Qian et al. Optimization of proportioning of mixed aggregate filling slurry based on BBD response surface method
Wu et al. Experimental investigation on mechanical properties of cemented paste backfill under different gradations of aggregate particles and types and contents of cementing materials
Zhu et al. Experimental study on the basic properties of a green new coal mine grouting reinforcement material
CN116161907A (en) Functionally gradient concrete buffering energy dissipation material, preparation method and application
CN203200629U (en) Quick polyurethane foam backfilling body for roadbed missing
Bodi et al. Polyurethane grouting technologies
CN103265935A (en) Flocculation-type composite plugging agent
CN106220068B (en) A kind of material and its construction method for tunnel shock insulation
Tian-shun et al. Influence law of EPS size on shear strength of light weight soil
CN107082607A (en) A kind of road ecological revetment brick and preparation method thereof
CN102976676A (en) Deformed cemented sand and gravel and preparation method thereof
CN107366305B (en) Sponge Urban Underground pipe gallery anti-seismic structure device
CN210317324U (en) Underground works struts antiknock integrated composite construction
CN102746482B (en) Grout material and preparation method thereof for road maintenance
CN106638485B (en) One kind mixing rubber antidetonation earth and rockfill dam and its design and construction method
CN103234788A (en) Method for preparing geotechnical sample
Ashtankara et al. Development of design mix roller compacted concrete dam at Middle Vaitarana
CN102493498A (en) Construction process for foundation

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20190725

Address after: 300451 No. 1 Hebei Road, Binhai New Area, Tianjin

Patentee after: PLA Naval Logistics College

Address before: No. 1 Hebei Road, Tanggu District, Tianjin 300450

Co-patentee before: Gao Yi

Patentee before: Wei Zhuobin

Co-patentee before: Liu Lijie

Co-patentee before: Han Shuang

Co-patentee before: Mo Ji

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130918