CN201835519U - Support grouting insulated cabinet for railway passenger dedicated line - Google Patents

Support grouting insulated cabinet for railway passenger dedicated line Download PDF

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Publication number
CN201835519U
CN201835519U CN201020221163XU CN201020221163U CN201835519U CN 201835519 U CN201835519 U CN 201835519U CN 201020221163X U CN201020221163X U CN 201020221163XU CN 201020221163 U CN201020221163 U CN 201020221163U CN 201835519 U CN201835519 U CN 201835519U
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CN
China
Prior art keywords
insulated cabinet
support grouting
warm
insulation casing
grouting
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Expired - Fee Related
Application number
CN201020221163XU
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Chinese (zh)
Inventor
龙军屹
韩永利
李佳
朱殿军
宁冰
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China Construction Eighth Engineering Division Co Ltd
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China Construction Civil Engineering Co Ltd
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Publication date
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Priority to CN201020221163XU priority Critical patent/CN201835519U/en
Application granted granted Critical
Publication of CN201835519U publication Critical patent/CN201835519U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a support grouting insulated cabinet for railway passenger dedicated lines, wherein two L-shaped warming plates are assembled into a rectangular insulated cabinet and the intermediate thereof is equipped with a cavity. The central portion of one side of the L-shaped warming plates is equipped with a position heat source access port and a warm-air drier is embedded in the heat source access port. The air outlet at the head of the warm-air drier is set toward the cavity and the air inlet at the tail of the warm-air drier is arranged at the outsides of the insulated cabinet. The inner upper and lower edges of the insulated cabinet are equipped with sheaths and the inner corners thereof are equipped with corner protectors. Or the inner edges and corners of the insulated cabinet are equipped with sheaths and corner protectors. The thickness of the insulated cabinet is 50 mm to 80 mm. The insulated cabinet is formed by foam boards, plastic extrusion boards or benzene boards. The support grouting insulated cabinet can be used under the condition that the compressive strength of the mortar layer of the support reaches 20 MPa in advance to meet the requirement of through holes of bridge formation machines, which is also applicable to the support grouting for railway passenger dedicated lines in winter.

Description

Special line for passenger trains support grouting incubator
Technical field
The utility model relates to a kind of incubator, particularly a kind of support grouting incubator that is applied to special line for passenger trains.
Background technology
The construction of Line for Passenger Transportation is China's economy and society development and the modern inevitable requirement of railway construction, and the fierce impetus of its development is also had higher requirement to the speed of construction.
For guaranteeing to be open to traffic the time, box beam erection often is required to carry out winter construction to guarantee the duration, because the construction period is short, the winter period of rest is long, this requirement is particularly strong at severe cold area.And that the support grouting operation of one of important step in the operation of setting a roof beam in place is influenced by temperature is bigger, in the winter time during construction operation, unfavorable factor such as low because of temperature, that wind-force is big, the traditional measures that is incubated with the cotton-wadded quilt parcel often can not guarantee grouting quality, and getting on the grout blanket intensity has also directly influenced the progress of setting a roof beam in place slowly.
The tradition heat preserving method is: with cotton-wadded quilt (or other flexibly thermal insulation material) parcel warm-air drier the grout blanket that perfusion finishes is heated up, is incubated.Because cotton-wadded quilt is softer, can not form continuous cavity in the space of being wrapped up, hot blast can't circulate, and causes grout blanket uneven in temperature, and gain in strength everywhere differs.Warm-air drier also can can't be discharged to cause and self be crossed cause thermal damage because of hot blast.If monitoring is ineffective, will cause grout blanket to be endured cold, cause serious quality accident.Because working space is narrow and small, can only adopt warm-air drier that the grout blanket that perfusion finishes is heated up during winter construction usually again, under air cooking, it is infeasible adopting curing agent verified.Traditional way is: in the process that heats up, is incubated, carry out health with watering can at the grout blanket surface sprinkling, when the test cube in the same condition rupture strength reaches 10Mpa, stop moistening and intensification.Ftracture because of overheated as the untimely moistening grout blanket that easily makes, also can get slowly on the intensity because of lack of water causes hydration reaction insufficient.There is the irregular phenomenon of heating in conventional method, heating less than the zone, the mode of wet curing easily makes grout blanket endure cold.Raise cotton-wadded quilt inspection, when spraying water, also can be air-cooled, wind is big, causes temperature sharply to descend owing to the northeast severe cold area, grout blanket cracks.
The utility model content
The purpose of this utility model provides a kind of special line for passenger trains support grouting incubator, and in the time of solving winter construction, grout blanket did not reach hole strength and the technical problem of crackle occurred.
For achieving the above object, the utility model adopts following technical scheme:
A kind of special line for passenger trains support grouting incubator, comprise the insulation casing, described insulation casing is combined into rectangle by two " L " shape warming plates, the middle cavity that forms, " L " shape warming plate side plate wall middle position has the thermal source access port, the embedded warm-air drier of thermal source access port, warm-air drier head air outlet is towards cavity, and the afterbody air intake is in the incubator external body.
The inboard bottom and upper segment place of described insulation casing is connected with safe edge.
The inside corner place of described insulation casing is connected with corner protector.
The inboard edge of described insulation casing is connected with safe edge and corner protector.
The thickness of described insulation casing is 50mm-80mm.
The material of described insulation casing is cystosepiment, extruded sheet or benzene plate.
Compared with prior art the utlity model has following characteristics and beneficial effect: in the special support grouting winter construction of railway visitor, the maintenance method that has replaced traditional cotton-wadded quilt parcel insulation in the mode of haybox cooking, make grout blanket reach hole strength at short notice and mass defects such as crackle do not occur, satisfied the needs that the case beam sets up continuously.
It is mobile that hot air circulation is convenient in insulation when the utility model carries out support grouting winter construction maintenance, its cavity, and maintenance effect is good.Incubator wooden partition upper shed position, big I are decided as requested, are convenient to the access of multiple thermals source such as hot blast, steam.
" mouth " type incubator that the utility model adopts " L " type warming plate to be assembled into embeds warm-air drier on the warming plate wooden partition, make hot blast can circulate in case, flow, and grout blanket is heated evenly everywhere.Simultaneously, warm-air drier only head embeds warming plate, and the afterbody air intake is still stayed the outside, can continue to replenish cold wind, can not cause warm-air drier to cross cause thermal damage, has prolonged application life.
The utility model adopt the maintenance process of pouring water solve the bearing screed between curing time because of the overheated cracking problem that causes.During i.e. grouting material initial set, water filling in the grouting template immediately, the high about 1.0cm of the water surface~high 5cm of 1.5cm(grouting template, grout blanket thickness 2cm~3cm, but water filling 2cm~3cm).Because the insulation cavity temperature is generally about 40 ℃, sealing better can form warm, a moist environment, so the grout blanket gain in strength is not comparatively fast, can endure cold.The amount of water of 1cm~1.5cm can guarantee that grout blanket does not need to add water separately before rupture strength reaches 10Mpa, guaranteed that grout blanket can not ftracture because of lack of water is overheated.The quality and the progress of teletostage bridge erection construction have been guaranteed.
The utility model is applicable to when needing bearing screed compressive strength to reach 20Mpa in advance, so that when possessing bridge formation machine via hole condition, more is widely used in the winter construction of special line for passenger trains support grouting.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is an application site schematic diagram of the present utility model.
Fig. 2 is a perspective view of the present utility model.
Reference numeral: 1-case beam, 2-bearing, 3-pinner, 4-bridge pier, 5-insulation casing, 6-cavity, 7-warm-air drier, 8-thermal source access port, 9-backing plate, 10-safe edge, 11-corner protector.
The specific embodiment
Referring to shown in Figure 2, this special line for passenger trains support grouting incubator comprises insulation casing 5, and the thickness of described insulation casing 5 is generally 50mm, can select 80mm for use at severe cold area.Material is cystosepiment, extruded sheet or benzene plate, and the inboard bottom and upper segment place of described insulation casing is connected with safe edge 10, and its inside corner place is connected with corner protector 11, or inboard edge is connected with safe edge 10 and corner protector 11.Described insulation casing is combined into rectangle by two " L " shape warming plates, the middle cavity 6 that forms, and " L " shape warming plate side plate wall middle position has thermal source access port 8, and its openings of sizes satisfies the warm-air drier insertion or other thermal source inserts.Thermal source access port 8 embedded warm-air driers 7, the head air outlet of warm-air drier is towards cavity 6, and the afterbody air intake is in warming plate casing 5 outsides.
Referring to shown in Figure 1, the backing plate 9 under the bearing 2 is a square, PZ series size such as table 1 commonly used.
Model (KN) 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 7000
The length of side (MM) 360 390 430 480 500 530 580 620 650 670 700 750
Table 1 PZ series bearing lower bolster size dimension (W)
The insulation casing be combined into rectangle by two " L " shape warming plates, as shown in Figure 2, its cavity that surrounds 6 sizes as shown in the formula:
Formula: long * wide * high=(W+100) * (W+100) * 210
In the formula: W is bearing lower bolster 9 size dimensions, and long measure is mm.
Installation steps of the present utility model: step 1: the assembly unit incubator, guarantee not big slit.
Step 2: after treating that bearing 2 grouting finish, incubator is installed immediately.The height of guaranteeing incubator is equal to height of support, just in time is the height of case beam 1 bottom to pinner 3 tops.
Step 3: check whether warm-air drier work is normal, insert warm-air drier at the hot blast interface, and guarantee that being as good as thing into and out of the air port stops.
Step 4: lower after finishing above-mentioned steps as the temperature of surrounding environment, can wrap up to strengthen heat insulation effect with cotton-wadded quilt in the incubator outside.

Claims (6)

1. special line for passenger trains support grouting incubator, comprise the insulation casing, it is characterized in that: described insulation casing (5) is combined into rectangle by two " L " shape warming plates, the middle cavity (6) that forms, " L " shape warming plate side plate wall middle position has thermal source access port (8), the embedded warm-air drier of thermal source access port (7), warm-air drier head air outlet is towards cavity, and the afterbody air intake is in the incubator external body.
2. special line for passenger trains support grouting incubator according to claim 1 is characterized in that: the inboard bottom and upper segment place of described insulation casing is connected with safe edge (10).
3. special line for passenger trains support grouting incubator according to claim 1 is characterized in that: the inside corner place of described insulation casing is connected with corner protector (11).
4. special line for passenger trains support grouting incubator according to claim 1 is characterized in that: the inboard edge of described insulation casing is connected with safe edge (10) and corner protector (11).
5. according to claim 1 or 2 or 3 or 4 described special line for passenger trains support grouting incubators, it is characterized in that: the thickness of described insulation casing (5) is 50mm-80mm.
6. special line for passenger trains support grouting incubator according to claim 5 is characterized in that: the material of described insulation casing (5) is cystosepiment, extruded sheet or benzene plate.
CN201020221163XU 2010-06-10 2010-06-10 Support grouting insulated cabinet for railway passenger dedicated line Expired - Fee Related CN201835519U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201020221163XU CN201835519U (en) 2010-06-10 2010-06-10 Support grouting insulated cabinet for railway passenger dedicated line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201020221163XU CN201835519U (en) 2010-06-10 2010-06-10 Support grouting insulated cabinet for railway passenger dedicated line

Publications (1)

Publication Number Publication Date
CN201835519U true CN201835519U (en) 2011-05-18

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Application Number Title Priority Date Filing Date
CN201020221163XU Expired - Fee Related CN201835519U (en) 2010-06-10 2010-06-10 Support grouting insulated cabinet for railway passenger dedicated line

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106592430A (en) * 2016-11-14 2017-04-26 中建三局基础设施工程有限公司 Cast-in-place winter construction method for hanging basket cantilever
CN107150468A (en) * 2016-03-04 2017-09-12 江苏山由帝奥节能新材股份有限公司 Incubator, metope or the floor plate of heat insulating thermal preserving board and the application warming plate
CN108824215A (en) * 2018-08-15 2018-11-16 中铁十局集团第三建设有限公司 A kind of railway support mortar steam curing apparatus
CN111197286A (en) * 2020-01-16 2020-05-26 中交一公局第八工程有限公司 High-speed railway support mortar steam curing means

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107150468A (en) * 2016-03-04 2017-09-12 江苏山由帝奥节能新材股份有限公司 Incubator, metope or the floor plate of heat insulating thermal preserving board and the application warming plate
CN106592430A (en) * 2016-11-14 2017-04-26 中建三局基础设施工程有限公司 Cast-in-place winter construction method for hanging basket cantilever
CN108824215A (en) * 2018-08-15 2018-11-16 中铁十局集团第三建设有限公司 A kind of railway support mortar steam curing apparatus
CN111197286A (en) * 2020-01-16 2020-05-26 中交一公局第八工程有限公司 High-speed railway support mortar steam curing means

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C14 Grant of patent or utility model
GR01 Patent grant
ASS Succession or assignment of patent right

Owner name: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION CO.

Free format text: FORMER OWNER: CHINA CONSTRUCTION CIVIL CONSTRUCTION CORP.

Effective date: 20140613

C41 Transfer of patent application or patent right or utility model
COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 100068 FENGTAI, BEIJING TO: 200135 PUDONG NEW AREA, SHANGHAI

TR01 Transfer of patent right

Effective date of registration: 20140613

Address after: 200135 Pudong New Area Century Avenue, Shanghai, No. 27, layer 1568

Patentee after: China Construction Eighth Engineering Division Co., Ltd.

Address before: 100068 Beijing city Fengtai District Road No. 8 Building 8-10, it's

Patentee before: China Building Civil Construction Co., Ltd.

Effective date of registration: 20140613

Address after: 200135 Pudong New Area Century Avenue, Shanghai, No. 27, layer 1568

Patentee after: China Construction Eighth Engineering Division Co., Ltd.

Address before: 100068 Beijing city Fengtai District Road No. 8 Building 8-10, it's

Patentee before: China Building Civil Construction Co., Ltd.

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: 20110518

Termination date: 20190610