CN201411632Y - Sand cylinder type temporary bridge support - Google Patents

Sand cylinder type temporary bridge support Download PDF

Info

Publication number
CN201411632Y
CN201411632Y CN2009200807994U CN200920080799U CN201411632Y CN 201411632 Y CN201411632 Y CN 201411632Y CN 2009200807994 U CN2009200807994 U CN 2009200807994U CN 200920080799 U CN200920080799 U CN 200920080799U CN 201411632 Y CN201411632 Y CN 201411632Y
Authority
CN
China
Prior art keywords
sand
drum
outer cylinder
cylinder
bridge support
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 - Fee Related
Application number
CN2009200807994U
Other languages
Chinese (zh)
Inventor
潘福营
张强
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.)
Sinohydro Bureau 5 Co Ltd
Original Assignee
Sinohydro Bureau 5 Co Ltd
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 Sinohydro Bureau 5 Co Ltd filed Critical Sinohydro Bureau 5 Co Ltd
Priority to CN2009200807994U priority Critical patent/CN201411632Y/en
Application granted granted Critical
Publication of CN201411632Y publication Critical patent/CN201411632Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Abstract

The utility model discloses a sand cylinder type temporary bridge support, and relates to a temporary bridge support. The temporary bridge support comprises an outer cylinder (1) and an inner cylinder(2) sleeved in the outer cylinder (1), wherein the bottom of the inner cylinder (2) extends out from the hole of the outer cylinder (1); concrete (3) is poured in the inner cylinder (2); sand (4) isfilled between the inner cylinder (2) and the outer cylinder (1); a sand discharge tube (5) communicated with the inside of the outer cylinder (1) is arranged at the lower part on the outer surface ofthe wall of the outer cylinder (1); and a sand discharge valve (6) I arranged on the sand discharge tube (5). The inner cylinder (2) and the outer cylinder (1) are made of steel. The thickness of steel materials is above 7 mm. The utility model has the advantages of low cost, quick construction speed, convenient assembly and disassembly and high reliability.

Description

A kind of sand cartridge type bridge temporary support
Technical field
The utility model relates to a kind of bridge temporary support, relates in particular to a kind of sand cartridge type bridge temporary support.
Background technology
The temporary support that uses in bridge construction be because need bear very big load, requires temporary support should have that intensity height, cling property are good, the characteristics of easy-clear, and what generally use at present is the sulphur-bonded mortar temporary support.Sulphur-bonded mortar be meant with sulphur be heated to uniform temperature form liquid and fully the dehydration back add preheating and drying acid-resistant powder and the fines of establishing when ratio below the particle diameter 1.24mm, a kind of novel thermoplastic material of formation.Sulphur-bonded mortar is prone to delamination, Yong Pao in the process of building, knock phenomenons such as the free sound in surface, leakiness after the sclerosis; Later stage also appears in while pre-buried resistance wire easily can't be by the problem of electrical heating dismounting; Being heated inhomogeneous and boiling temperature of sulphur boil in the process at sulphur-bonded mortar in addition, owing to will produce a large amount of toxic gas SO inadequately 2Therefore, when sulphur-bonded mortar boiled, the constructor will be with anti-poison respirator, wears frog suit and keep the construction plant to ventilate, in order to avoid poison, the complicated efficient of total construction technology is low, cost is high.
The utility model content
At the problem that above-mentioned prior art exists, the utility model provides a kind of sand cartridge type bridge temporary support, has that cost is low, speed of application fast, an easy accessibility, high reliability features.
The technical solution of the utility model is: a kind of sand cartridge type bridge temporary support, comprise outer drum and be placed in the outer drum and the interior drum that stretches out from outer drum bung at the bottom of its barrel, fill concrete in the interior drum, heap sand between the inside and outside drum, outer drum bucket wall appearance bottom be provided with bucket in be communicated with put sandpipe, put sandpipe and be provided with and put the sand valve.
As preferably, described inside and outside drum is formed from steel.
As preferably, described steel thickness is more than the 7mm.
The beneficial effects of the utility model are: whole temporary support is made up of inside and outside drum, fills concrete in the interior drum, heap sand between the inside and outside drum, and simple and reliable for structure, cost is low.The sand of filling between the inside and outside drum is raised certain altitude with interior drum, regulates the quantity of dress sand in the outer drum, can regulate height of support; Finish using, can open and put the sand valve and put sand, use, dismounting is quick and convenient from putting sandpipe.
Description of drawings
Fig. 1 is the schematic perspective view of the utility model embodiment;
Fig. 2 is the use schematic diagram of the utility model embodiment.
The specific embodiment
As a kind of embodiment of the present utility model, as depicted in figs. 1 and 2, a kind of sand cartridge type bridge temporary support, comprise outer drum 1 and be placed in the outer drum 1 and the interior drum 2 that stretches out from outer drum 1 bung at the bottom of its barrel, fill concrete 3 in the interior drum 2, heap sand 4 between the inside and outside drum 2,1: between the bucket wall of inside and outside drum 2,1, and heap sand 4 at barrel end of the bung of interior drum 2 and outer drum 1,1 barrel of wall appearance of outer drum bottom be provided with bucket in be communicated with put sandpipe 5, put sandpipe 5 and be provided with and put sand valve 6.Described inside and outside drum 2,1 is formed from steel.Described steel thickness is more than the 7mm.The sand 4 of filling between the inside and outside drum 2,1 is raised certain altitude with interior drum 2, according to the quantity that the design height of support is regulated dress sand 4 in the outer drum 1, can regulate height of support, till reaching requirement; Drum is laid bearing pad stone 71 time outside, and interior drum 2 supports and presets T beam 8.After all construction is finished, when temporary support need be removed, twist and put sand valve 6, water pipe dashes puts sandpipe 5, and the sand 4 in the outer drum 1 promptly flows out from putting sandpipe 5 along with current, finishes the transformation from the freely-supported to the continuous system.After removing temporary support, sand tube temporary support can also recycle.

Claims (3)

1. sand cartridge type bridge temporary support, it is characterized in that: comprise outer drum (1) and be placed in the outer drum (1) and the interior drum (2) that stretches out from outer drum (1) bung at the bottom of its barrel, fill concrete (3) in the interior drum (2), heap sand (4) between the inside and outside drum (2,1), outer drum (1) bucket wall appearance bottom be provided with barrel in be communicated with put sandpipe (5), put sandpipe (5) and be provided with and put sand valve (6).
2. a kind of sand cartridge type bridge temporary support according to claim 1, it is characterized in that: described inside and outside drum (2,1) is formed from steel.
3. a kind of sand cartridge type bridge temporary support according to claim 2, it is characterized in that: described steel thickness is more than the 7mm.
CN2009200807994U 2009-05-12 2009-05-12 Sand cylinder type temporary bridge support Expired - Fee Related CN201411632Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009200807994U CN201411632Y (en) 2009-05-12 2009-05-12 Sand cylinder type temporary bridge support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009200807994U CN201411632Y (en) 2009-05-12 2009-05-12 Sand cylinder type temporary bridge support

Publications (1)

Publication Number Publication Date
CN201411632Y true CN201411632Y (en) 2010-02-24

Family

ID=41713519

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009200807994U Expired - Fee Related CN201411632Y (en) 2009-05-12 2009-05-12 Sand cylinder type temporary bridge support

Country Status (1)

Country Link
CN (1) CN201411632Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103790107A (en) * 2014-02-28 2014-05-14 中南林业科技大学 Steel-and-wood combination type sand barrel temporary support
CN105603883A (en) * 2016-03-04 2016-05-25 中国水利水电第十四工程局有限公司 Bridge capping beam or tie beam formwork support adjusting device and application

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103790107A (en) * 2014-02-28 2014-05-14 中南林业科技大学 Steel-and-wood combination type sand barrel temporary support
CN105603883A (en) * 2016-03-04 2016-05-25 中国水利水电第十四工程局有限公司 Bridge capping beam or tie beam formwork support adjusting device and application

Similar Documents

Publication Publication Date Title
CN201411632Y (en) Sand cylinder type temporary bridge support
CN103147575B (en) A kind of concrete column automatic spraying device and method
CN202055558U (en) Concrete crack roulette grouting device
CN201471589U (en) Residual sludge recycling device of centrifugal concrete pile
CN100557167C (en) Vertical prestressing force opening mud jacking construction method
CN203319869U (en) Recycled aggregate modifying device by spraying
CN205935387U (en) High -effect cast in situ concrete does not have cavity compound incubation template
CN201560437U (en) Manhole
CN204609313U (en) The auxiliaring bucket of a kind of well room body of wall concreting
CN204266661U (en) Distributed junked tire prestress steel structure water storage regulating system
CN204321108U (en) Quick sand machine
CN204023604U (en) A kind of photovoltaic plant water pendant sand basis
CN106396588A (en) 3D fabric reinforced composite thermal insulation self-leveling floor and preparation method thereof
CN204263334U (en) Concrete tubular pile perfusion material distributing machine
CN206290912U (en) Lined steel net polyurethane plastics outer protection tube
CN206682963U (en) A kind of carbon fiber internal cylinder chimney
CN206693319U (en) A kind of stainless steel porcelain water tower
CN205604487U (en) Heat preservation system of high strength
CN205169408U (en) Sand silo
CN204609305U (en) A kind of high pressure grouting device of cement based contraction-free grouting concrete
CN204176224U (en) The two-tube pipe elbow of intelligence prefabricated direct-buried thermal insulation pipe working steel tube
CN204001926U (en) Light-duty complex cement bar
CN202547098U (en) Base heating type water heater inner container
CN103600058B (en) Job contract skill is guaranteed the repair free of charge in a kind of nodularization
CN108484047A (en) A kind of raw-soil prefabricated component and preparation method thereof

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

Granted publication date: 20100224

Termination date: 20180512

CF01 Termination of patent right due to non-payment of annual fee