CN206328688U - A kind of cast-in-situ box girder end template splicing construction - Google Patents

A kind of cast-in-situ box girder end template splicing construction Download PDF

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Publication number
CN206328688U
CN206328688U CN201621423866.4U CN201621423866U CN206328688U CN 206328688 U CN206328688 U CN 206328688U CN 201621423866 U CN201621423866 U CN 201621423866U CN 206328688 U CN206328688 U CN 206328688U
Authority
CN
China
Prior art keywords
end template
block
cast
leakproof
box girder
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
CN201621423866.4U
Other languages
Chinese (zh)
Inventor
孙焕重
高慧
于江永
李强
霍光明
公维宝
李魁
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.)
Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
Second Engineering Co Ltd of China Railway 14th Bureau 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 Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical Second Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority to CN201621423866.4U priority Critical patent/CN206328688U/en
Application granted granted Critical
Publication of CN206328688U publication Critical patent/CN206328688U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to a kind of cast-in-situ box girder end template splicing construction, including leakproof block and contiguous block near end template splicing seams, is connected between the two with fastener;The leakproof block is blocked on splicing seams, and the contiguous block is arranged on leakproof block at least side, is connected on end template lower surface.The utility model has the advantage of:Blocked using leakproof block at end template splicing seams, when pouring, will not typically produce spillage phenomenon;Contiguous block is connected on end template, and contiguous block is connected with fastener again with leakproof block, fixation.

Description

A kind of cast-in-situ box girder end template splicing construction
Technical field
The utility model is related to a kind of technical field of road construction, more particularly to a kind of cast-in-situ box girder end template splicing knot Structure.
Background technology
, it is necessary to lay end template, chamber template, side template and flange plate template, its midsole before cast-in-situ box girder cast Template is spliced laying by some pieces of end templates and formed, and traditional connecting method is:Seam both sides are symmetrically welded angle steel, then with bolt Two angle steel are connected, due to this connected mode angle steel gap and end template splicing gap consistency from top to bottom, are easy to make when pouring Into spillage phenomenon.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of cast-in-situ box girder end template for blocking end template splicing seams Splicing construction.
In order to solve the above technical problems, the technical solution of the utility model is:A kind of cast-in-situ box girder end template splicing construction, Its innovative point is:Including the leakproof block and contiguous block near end template splicing seams, it is connected between the two with fastener Connect;
The leakproof block is blocked on splicing seams, and the contiguous block is arranged on leakproof block at least side, is connected in bottom On template lower surface.
Further, the contiguous block is two be symmetricly set on the end template of both sides, and the leakproof block is using tightly Firmware is folded between the contiguous block of both sides.
Further, the contiguous block is in angle steel shape, is laid on along splicing seams bearing of trend on end template.
Further, it is pasted with sponge adhesive tape in the end template splicing seams.
The utility model has the advantage of:
(1)Blocked using leakproof block at end template splicing seams, when pouring, will not typically produce spillage phenomenon;Connection Block is connected on end template, and contiguous block is connected with fastener again with leakproof block, fixation.
(2)Leakproof block is folded between two contiguous blocks, convenient disassembly.
(3)Contiguous block is in angle steel shape, and the side of both sides facilitates the installation of fastener, can be both connected with end template, again can be with Leakproof block is connected.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of embodiment 1 of cast-in-situ box girder end template splicing construction of the utility model.
Fig. 2 is a kind of schematic diagram of embodiment 2 of cast-in-situ box girder end template splicing construction of the utility model.
Embodiment
Embodiment 1
As shown in figure 1, being spelled the utility model discloses a kind of cast-in-situ box girder end template splicing construction, including positioned at end template Leakproof block 3 and contiguous block 5 near seam, are connected with fastener 4 between the two;
Leakproof block 3 is connected on side end template 1, and is blocked on splicing seams, and the connected form of leakproof block 3 can be with Can also be welding manner by welding manner, in figure by bolt mode;Contiguous block 5 is in angle steel shape, is arranged on leakproof block 3 Side, along splicing seams bearing of trend fix be laid on the lower surface of end template 2, on leakproof block 3 with contiguous block 5 be connected position Install in respect of a connection otic placode 31, the shape of angle steel shape, be both conveniently connected on end template 2, and conveniently connect with leakproof block 3 Connect.Sponge adhesive tape 6, further mortar leakage prevention are pasted with end template splicing seams.
Embodiment 2
On the basis of embodiment 1, contiguous block 5 is two be symmetricly set on both sides end template 1,2, leakproof block 3 Be folded in using fastener 4 between both sides contiguous block 5, i.e. contiguous block 5 is connected with both sides end template 1,2, leakproof block 3 not with End template is directly connected to, and is indirectly connected with by contiguous block 5.Connected between each part by fastener 4, it is easy to connect, and can To install in advance, it is to avoid bolt fastener needs the inconvenience that up/down perforation end template is brought during splicing.
General principle of the present utility model and principal character has been shown and described above.The technical staff of the industry should Solution, the utility model is not restricted to the described embodiments, and simply illustrating described in above-described embodiment and specification, this practicality was new The principle of type, on the premise of the utility model spirit and scope are not departed from, the utility model also has various changes and modifications, These changes and improvements are both fallen within the range of claimed the utility model.Scope is claimed by appended in the utility model Claims and its equivalent thereof.

Claims (4)

1. a kind of cast-in-situ box girder end template splicing construction, it is characterised in that:Including the leakproof gear near end template splicing seams Block and contiguous block, are connected with fastener between the two;
The leakproof block is blocked on splicing seams, and the contiguous block is arranged on leakproof block at least side, is connected in end template On lower surface.
2. a kind of cast-in-situ box girder end template splicing construction according to claim 1, it is characterised in that:The contiguous block for pair Claim two be arranged on the end template of both sides, the leakproof block is folded between the contiguous block of both sides using fastener.
3. a kind of cast-in-situ box girder end template splicing construction according to claim 1 or 2, it is characterised in that:The contiguous block In angle steel shape, it is laid on along splicing seams bearing of trend on end template.
4. a kind of cast-in-situ box girder end template splicing construction according to claim 1, it is characterised in that:The end template splicing Sponge adhesive tape is pasted with seam.
CN201621423866.4U 2016-12-23 2016-12-23 A kind of cast-in-situ box girder end template splicing construction Expired - Fee Related CN206328688U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621423866.4U CN206328688U (en) 2016-12-23 2016-12-23 A kind of cast-in-situ box girder end template splicing construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621423866.4U CN206328688U (en) 2016-12-23 2016-12-23 A kind of cast-in-situ box girder end template splicing construction

Publications (1)

Publication Number Publication Date
CN206328688U true CN206328688U (en) 2017-07-14

Family

ID=59291781

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621423866.4U Expired - Fee Related CN206328688U (en) 2016-12-23 2016-12-23 A kind of cast-in-situ box girder end template splicing construction

Country Status (1)

Country Link
CN (1) CN206328688U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113047152A (en) * 2021-05-18 2021-06-29 中铁四局集团有限公司 Descending type double-span movable formwork and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113047152A (en) * 2021-05-18 2021-06-29 中铁四局集团有限公司 Descending type double-span movable formwork and construction method
CN113047152B (en) * 2021-05-18 2022-10-11 中铁四局集团有限公司 Descending type double-span movable formwork and construction method

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GR01 Patent grant
GR01 Patent grant
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: 20170714

Termination date: 20201223