CN202380404U - Pot type rubber bearing mortar template - Google Patents

Pot type rubber bearing mortar template Download PDF

Info

Publication number
CN202380404U
CN202380404U CN2011205429068U CN201120542906U CN202380404U CN 202380404 U CN202380404 U CN 202380404U CN 2011205429068 U CN2011205429068 U CN 2011205429068U CN 201120542906 U CN201120542906 U CN 201120542906U CN 202380404 U CN202380404 U CN 202380404U
Authority
CN
China
Prior art keywords
template
deckle board
nut
rubber bearing
fastening bolt
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
CN2011205429068U
Other languages
Chinese (zh)
Inventor
乐锋
乐川
安伟青
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.)
Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Original Assignee
Third Engineering Co Ltd of China Railway 17th Bureau Group 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 Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd filed Critical Third Engineering Co Ltd of China Railway 17th Bureau Group Co Ltd
Priority to CN2011205429068U priority Critical patent/CN202380404U/en
Application granted granted Critical
Publication of CN202380404U publication Critical patent/CN202380404U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Abstract

The utility model discloses a pot type rubber bearing mortar template, which comprises a template frame, wherein transverse fastening bolts are arranged on the two ends of the template frame, the template frame comprises two combinational templates with the same shapes and structures, each of the combinational templates comprises a first frame plate, and a second frame plate which is close to one end of the first frame plate and vertically and fixedly connected with the first frame plate, the transverse fastening bolts are symmetrically arranged on the two ends of the each frame plate, and the maximal distance and the minimal distance between the two transverse fastening bolts are respectively greater and smaller than corresponding side lengths of a support pad stone; and a compaction plane is arranged on the outer side of the end of each second frame plate, and a vertical fastening bolt is arranged on the corresponding part, opposite to the compaction plane, of the first frame plate of the other combinational template,. The pot type rubber bearing mortar template, provided by the utility model, has the advantages of simple structure, convenience for use, capabilities of greatly increasing the working efficiency and preventing the damage to the supporting pad stone, and the like.

Description

A kind of pot rubber bearing mortar template
Technical field
The utility model belongs to the building operations instrument and makes the field, relates to a kind of construction formwork.
Background technology
Pot rubber bearing bottom mortar injection is one important procedure during Line for Passenger Transportation or high speed railway box girder set up, how to prevent the bearing mortar template not spillage be the emphasis in the perfusion bearing mortar operation, also be a difficult point.Present domestic most bearing mortar templates that adopt are to establish the thick rubber leakproof of one deck 4mm bar in the template bottom surface; Set expansion bolt through boring on the support pinner; Template is fixed on support pinner end face; But this method is constructed cumbersome and remove trouble, to supporting pinner slight damage is arranged simultaneously.
The utility model content
The technical problem that the utility model will solve provides a kind of pot rubber bearing mortar template, it have simple in structure, easy to use, avoid supporting characteristics such as pinner damages.
For solving the problems of the technologies described above, the technical scheme that the utility model is taked is: it comprises pattern plate bolster, is provided with horizontal fastening bolt at the two ends of pattern plate bolster in addition.
The utility model further improves and is: pattern plate bolster is made up of two shape group and templates identical with structure; Group and template comprise first deckle board with near an end of first deckle board perpendicular second deckle board that is fixedly connected also, the two ends of first deckle board are symmetrical to be provided with horizontal fastening bolt; The outside, the end of second deckle board is provided with clamping plane, is provided with vertical fastening bolt with the corresponding site of first deckle board of corresponding another group of clamping plane and template; In the middle of also comprising, it is provided with the side plate and first nut of circular hole; Side plate is positioned at the below, two ends of first deckle board, and is fixedly connected with first deckle board, first nut and side plate welding; And first nut inner hole overlaps with circular hole on the side plate, and laterally fastening bolt is connected with first nut thread; First deckle board and second deckle board are the 50mm angle bar, and its connected mode is outside welding; It also comprises second nut, second nut and the welding of first deckle board, and vertical fastening bolt is connected with second nut thread.
Adopt the beneficial effect that technique scheme produced to be: the utility model can pass through the horizontal and vertical fastening bolt on the template, and template is closely connected on support pinner surface, and good sealing property is arranged; Pot rubber bearing bottom mortar injection design thickness is 20mm to 30mm in Line for Passenger Transportation or high speed railway box girder set up, and therefore adopting the 50mm angle bar is main framework, light weight, and physical dimension is good, and not yielding; Saved in the past and supported the complicated procedures of forming such as setting expansion bolt and removal expansion bolt of holing on the pinner; Can repeatedly have enough to meet the need, put things right once and for all; The utlity model has simple in structure, easy to use, can increase work efficiency greatly, avoid supporting advantages such as pinner damages.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the scheme of installation of the utility model.
In the accompanying drawings: 1, first deckle board; 2, second deckle board; 3, horizontal fastening bolt; 4, side plate; 5, clamping plane; 6, vertical fastening bolt; 7, first nut; 8, second nut.
The specific embodiment
Can know that by the embodiment shown in Fig. 1-2 it comprises pattern plate bolster, be provided with horizontal fastening bolt 3 in addition at the two ends of pattern plate bolster; Pattern plate bolster is made up of two shape group and templates identical with structure; Group and template comprise first deckle board 1 with near an end of first deckle board 1 perpendicular second deckle board 2 that is fixedly connected also; The two ends of first deckle board 1 are symmetrical to be provided with horizontal fastening bolt 3; Hold out against the support pinner through horizontal fastening bolt 3, it is fixed on supports on the pinner; The outside, the end of second deckle board 2 is provided with clamping plane 5, is provided with vertical fastening bolt 6 with the corresponding site of first deckle board 1 of clamping plane 5 corresponding another groups and template, is used to compress another gang form, makes it closely connected with the support pinner; In the middle of also comprising, it is provided with the side plate 4 and first nut 7 of circular hole; Side plate 4 is positioned at the below, two ends of first deckle board 1; And be fixedly connected with first deckle board 1; First nut 7 and side plate 4 welding, and first nut, 7 endoporus overlap with circular hole on the side plate 4, and horizontal fastening bolt 3 is threaded with first nut 7; First deckle board 1 and second deckle board 2 are 50 angle bar, and its connected mode is outside welding; It also comprises second nut, 8, the second nuts 8 and 1 welding of first deckle board, and vertical fastening bolt 6 is threaded with second nut 8.
Method for using:
To remove group and template inwall clean before the pot rubber bearing mortar injection; Be coated in its surface with release agent or machine oil etc. again, the pinner surface supported in two groups and form assembly, simultaneously will with two groups and the measure-alike rubber leakproof bar of template bottom angle bar be placed on organize and template below; Hold out against with the support pinner through tightening horizontal fastening bolt; Two groups are mutually closely connected fixing with support pinner surface with template, again through tightening another gang form angle bar of vertical tightened bolt presses, make it closely connected with the support pinner; The operation of being in the milk then; Unclamp earlier during stripping template be fixed on the horizontal fastening bolt that supports on the pinner, after unclamp vertical fastening bolt, two gang forms are separated remove.

Claims (5)

1. pot rubber bearing mortar template, it comprises pattern plate bolster, it is characterized in that: be provided with horizontal fastening bolt (3) at the two ends of pattern plate bolster.
2. a kind of pot rubber bearing mortar template according to claim 1; It is characterized in that said pattern plate bolster is made up of two shape group and templates identical with structure; Said group with template comprise first deckle board (1) with near end of first deckle board (1) and perpendicular second deckle board (2) that is fixedly connected, the symmetrical horizontal fastening bolt (3) that is provided with in the two ends of said first deckle board (1); The outside, the end of said second deckle board (2) is provided with clamping plane (5), is provided with vertical fastening bolt (6) with the corresponding site of first deckle board (1) of corresponding another group of clamping plane (5) and template.
3. a kind of pot rubber bearing mortar template according to claim 2; It is characterized in that it also comprises middle side plate (4) and first nut (7) that is provided with circular hole; Said side plate (4) is positioned at the below, two ends of first deckle board (1), and is fixedly connected with first deckle board (1), said first nut (7) and side plate (4) welding; And first nut (7) endoporus overlaps with circular hole on the said side plate (4), and said horizontal fastening bolt (3) is threaded with first nut (7).
4. a kind of pot rubber bearing mortar template according to claim 3 is characterized in that said first deckle board (1) and second deckle board (2) are the 50mm angle bar, and its connected mode is outside welding.
5. according to claim 2,3 or 4 described a kind of pot rubber bearing mortar templates; It is characterized in that it also comprises second nut (8); Said second nut (8) and first deckle board (1) welding, vertical fastening bolt (6) is threaded with second nut (8).
CN2011205429068U 2011-12-22 2011-12-22 Pot type rubber bearing mortar template Expired - Lifetime CN202380404U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011205429068U CN202380404U (en) 2011-12-22 2011-12-22 Pot type rubber bearing mortar template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011205429068U CN202380404U (en) 2011-12-22 2011-12-22 Pot type rubber bearing mortar template

Publications (1)

Publication Number Publication Date
CN202380404U true CN202380404U (en) 2012-08-15

Family

ID=46628916

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011205429068U Expired - Lifetime CN202380404U (en) 2011-12-22 2011-12-22 Pot type rubber bearing mortar template

Country Status (1)

Country Link
CN (1) CN202380404U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118617A (en) * 2017-12-01 2018-06-05 中交二航局第二工程有限公司 Support grouting device and grouting method
CN110593086A (en) * 2019-09-10 2019-12-20 甘肃路桥建设集团有限公司 Adjustable support base cushion stone template

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118617A (en) * 2017-12-01 2018-06-05 中交二航局第二工程有限公司 Support grouting device and grouting method
CN108118617B (en) * 2017-12-01 2019-08-27 中交二航局第二工程有限公司 Support grouting device and grouting method
CN110593086A (en) * 2019-09-10 2019-12-20 甘肃路桥建设集团有限公司 Adjustable support base cushion stone template

Similar Documents

Publication Publication Date Title
CN204024679U (en) Buried water stop fastening devices in a kind of tunnel lining hoop
CN203394052U (en) Side wall template support structure
CN202380404U (en) Pot type rubber bearing mortar template
CN204983649U (en) Big inclination cylinder steel form
CN210263912U (en) Floor support plate connecting piece
CN202831617U (en) Large-scale integrated steel template
CN204718884U (en) A kind of RC Beam Strengthened with CFRP test booster
CN104060819B (en) Utilize the method for typified form construction shear wall and typified form used
CN201493783U (en) Universal combined horizontal assembly fixture frame
CN202706526U (en) Concrete structure construction template fixing and reinforcing device
CN203514803U (en) Clamping device for building wall templates
CN203514323U (en) Connection component
CN203668971U (en) Waterproof formwork system for open trench tunnel
CN201381517Y (en) Elastic concrete plinth for supporting large-scale steam turbine generator
CN201202276Y (en) Beam side panels fixture
CN204531402U (en) The flexible hardened system of concrete column template
CN209619909U (en) A kind of easy road center dividing strip form clamp
CN203684672U (en) Column template clamp
CN203430027U (en) Adjustable large steel formwork
CN207295475U (en) The box girder formwork of track traffic
CN202781428U (en) Double-block type sleeper prefabrication steel bar truss fixing device
CN203145461U (en) Reinforcing steel bar drawing wire
CN208220203U (en) A kind of masonry ring beam template bracing means
CN203200623U (en) Metro monolithic roadbed expansion joint pouring auxiliary device
CN203145447U (en) Typified form

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20120815