CN202273178U - Adjustable reinforcement cage binding mould - Google Patents
Adjustable reinforcement cage binding mould Download PDFInfo
- Publication number
- CN202273178U CN202273178U CN 201120263038 CN201120263038U CN202273178U CN 202273178 U CN202273178 U CN 202273178U CN 201120263038 CN201120263038 CN 201120263038 CN 201120263038 U CN201120263038 U CN 201120263038U CN 202273178 U CN202273178 U CN 202273178U
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- China
- Prior art keywords
- truss
- steel
- right sides
- horizontal
- reinforcing bar
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- Expired - Fee Related
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Abstract
The utility model discloses an adjustable reinforcement cage binding mould which comprises a baseplate truss, left and right trusses and side truss diagonal bracings, wherein the bottoms of the left and right trusses are respectively hinged on two fixed seats; horizontal I steel is fixedly installed between the left and right trusses; the baseplate truss is arranged below the horizontal I steel; the baseplate truss comprises longitudinal U steel, horizontal U steel and longitudinal angle steel; and three inverted hoists are arranged on the horizontal I steel and are connected with the longitudinal U steel. The mould disclosed by the utility model has the following beneficial effect: long-time aloft work is avoided by adopting the adjustable reinforcement cage construction method instead of the traditional construction methods.
Description
Technical field
The utility model relates to a kind of adjustable tie with reinforcing bar mold, particularly a kind of adjustable tie with reinforcing bar mold that is applicable to bridge cantilever cradle construction and full framing cast-in-situ continuous beam tie with reinforcing bar.
Background technology
The tie with reinforcing bar quality influence the total stressing conditions in the bridge construction, and traditional job practices is assembling reinforcement in Hanging Basket or full framing template.There is more problem in existing job practices: 1. the general continuous beam is a large-span structure, bridge pier height, and the reinforcement component hoisting process is work high above the ground, its work high above the ground time is long; 2. the scope of operation intersection time long, hidden danger is more; 3. the reinforcing bar binding space is little, and main muscle colligation spacing is wayward, and the tie with reinforcing bar difficult quality is guaranteed.Adopt adjustable tie with reinforcing bar mold design and construction method, the defective that can effectively overcome above-mentioned reinforcing bar binding and caused.
The utility model content
The purpose of the utility model is to be to provide a kind of adjustable tie with reinforcing bar mold, promptly is to adopt adjustable tie with reinforcing bar mold control continuous beam cage of reinforcement quality.
The utility model technical solution problem provides following scheme:
A kind of adjustable tie with reinforcing bar mold; Comprise base plate truss, left and right sides truss and side batter brace; The bottom of said left and right sides truss is hinged on respectively on two holders, is installed with horizontal i iron between the truss of the said left and right sides, and said horizontal i iron below is provided with the base plate truss; Said base plate truss is made up of vertical channel-section steel, transverse channel steels and sole bar angle, three roads is set on the said horizontal i iron falls cucurbit and be connected with vertical channel-section steel.
Said sole bar angle uprightly is placed on the transverse channel steels, and adopts bolt to be connected firmly, and the sole bar angle top is provided with little groove, and flute pitch is processed according to design cage of reinforcement spacing in the continuous beam drawing.
Be hinged with left and right sides batter brace on the truss of the said left and right sides, the root of said left and right sides batter brace is fixed on the bearing.
Be installed with several horizontal angle steel on the inside wall of said left and right sides truss, all be provided with several little grooves on said horizontal angle steel and the sole bar angle.
Truss middle part welding supporting steel plate in the said left and right sides is placed horizontal i iron on the steel plate, laterally i iron is buckled with buckle through the U type and is fastened on the truss of the left and right sides.
Compared with present technology, the utility model beneficial effect is embodied in:
1 adopts adjustable cage of reinforcement job practices to substitute conventional construction method has avoided long work high above the ground;
2 adopt adjustable cage of reinforcement job practices, and it is long to have reduced the scope of operation intersection time, has reduced potential safety hazard;
3 adopt adjustable cage of reinforcement job practices, and its working space of assembling reinforcement is big on ground, and the reinforcing bar binding spacing is easy to control, and the cage of reinforcement quality can be effectively guaranteed.
Description of drawings
Fig. 1 is the Facad structure sketch map of the utility model.
Fig. 2 is the side structure sketch map of vertical channel-section steel.
Fig. 3 is the side structure sketch map of vertical channel-section steel.
The specific embodiment
Referring to accompanying drawing; A kind of adjustable tie with reinforcing bar mold, mold comprise base plate truss, both sides truss and side batter brace [11], said base plate truss one end and fixed bearing [10] pin joint; Between side truss and diagonal brace pin joint is set, the diagonal brace root is fixed on the bearing.
Said base plate truss is made up of vertical channel-section steel [1], transverse channel steels [2] and sole bar angle [3];
Said sole bar angle [3] uprightly is placed on the transverse channel steels [2], and adopts bolt to be connected firmly; Sole bar angle [3] top is provided with little groove, and flute pitch is processed according to design cage of reinforcement spacing in the continuous beam drawing;
Said side truss is made up of vertical channel-section steel [9] and horizontal angle steel [3], between vertical channel-section steel bottom and fixed bearing [10] pin joint is set;
Said horizontal angle steel [3] is connected firmly through bolt and vertical channel-section steel [9]; Laterally angle steel [3] inboard is provided with little groove, and its spacing is identical with the little flute pitch of sole bar angle, is positioned at same cross section to the little groove of angle steel in length and breadth during installation;
Said vertical channel-section steel [9] locates to weld supporting steel plate [8], places horizontal i iron [4] on the steel plate, and horizontal i iron [4] buckles [7] through the U type and buckle [6] is fastened on the vertical channel-section steel [9];
Three road jack cucurbits [5] are set on the said horizontal i iron [4] to be connected with vertical channel-section steel [1];
Said diagonal brace [11] is a channel-section steel, and its root is connected through built-in fitting with fixed bearing [10], between top and vertical channel-section steel [9] pin joint is set.
Claims (5)
1. adjustable tie with reinforcing bar mold; Comprise base plate truss, left and right sides truss and side batter brace; It is characterized in that: the bottom of said left and right sides truss is hinged on respectively on two holders, is installed with horizontal i iron between the truss of the said left and right sides, and said horizontal i iron below is provided with the base plate truss; Said base plate truss is made up of vertical channel-section steel, transverse channel steels and sole bar angle; Said side truss is made up of vertical channel-section steel and horizontal angle steel, between vertical channel-section steel bottom and fixed bearing pin joint is set, and three roads is set on the said horizontal i iron falls cucurbit and be connected with vertical channel-section steel.
2. according to the said adjustable tie with reinforcing bar mold of claim 1; It is characterized in that: said sole bar angle uprightly is placed on the transverse channel steels; And adopt bolt to be connected firmly; The sole bar angle top is provided with little groove, and flute pitch is processed according to design cage of reinforcement spacing in the continuous beam drawing.
3. according to the said adjustable tie with reinforcing bar mold of claim 1, it is characterized in that: be hinged with left and right sides batter brace on the truss of the said left and right sides, the root of said left and right sides batter brace is fixed on the bearing.
4. according to the said adjustable tie with reinforcing bar mold of claim 1, it is characterized in that: be installed with several horizontal angle steel on the inside wall of said left and right sides truss, all be provided with several little grooves on said horizontal angle steel and the sole bar angle.
5. according to the said adjustable tie with reinforcing bar mold of claim 1, it is characterized in that: said left and right sides truss middle part welding supporting steel plate, place horizontal i iron on the steel plate, laterally i iron is buckled with buckle through the U type and is fastened on the truss of the left and right sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120263038 CN202273178U (en) | 2011-07-25 | 2011-07-25 | Adjustable reinforcement cage binding mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120263038 CN202273178U (en) | 2011-07-25 | 2011-07-25 | Adjustable reinforcement cage binding mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202273178U true CN202273178U (en) | 2012-06-13 |
Family
ID=46193545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120263038 Expired - Fee Related CN202273178U (en) | 2011-07-25 | 2011-07-25 | Adjustable reinforcement cage binding mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202273178U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924526A (en) * | 2014-04-25 | 2014-07-16 | 中交二航局第四工程有限公司 | Steel reinforcement cage overall precast scaffold for wide pier body of cross-sea bridge |
| CN110468639A (en) * | 2019-08-28 | 2019-11-19 | 中铁十七局集团第二工程有限公司 | Long sleeper buried-type ballastless track bed board steel bar overall binding handling installation system |
-
2011
- 2011-07-25 CN CN 201120263038 patent/CN202273178U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924526A (en) * | 2014-04-25 | 2014-07-16 | 中交二航局第四工程有限公司 | Steel reinforcement cage overall precast scaffold for wide pier body of cross-sea bridge |
| CN110468639A (en) * | 2019-08-28 | 2019-11-19 | 中铁十七局集团第二工程有限公司 | Long sleeper buried-type ballastless track bed board steel bar overall binding handling installation system |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120613 Termination date: 20180725 |