CN205116027U - Arch ring flange tool structure - Google Patents
Arch ring flange tool structure Download PDFInfo
- Publication number
- CN205116027U CN205116027U CN201520825265.5U CN201520825265U CN205116027U CN 205116027 U CN205116027 U CN 205116027U CN 201520825265 U CN201520825265 U CN 201520825265U CN 205116027 U CN205116027 U CN 205116027U
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- bors
- arch ring
- concrete
- several
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an arch ring flange tool structure, including river course original state soil, macadam base, concrete bed course, two bors d's oeuveres steel pipe, the lumps of wood, bamboo plywood, split bolt, construction notch, concrete, distribution roof beam, wide wood clamp board, joint support two bors d's oeuveres steel pipe, diagonal bracing pole, the top support of U type, parados, chuck, backing plate, leveling collet and full framing, the utility model has the advantages of reasonable structure simply, low in production cost, simple to operate, multiple functional, intensity, rigidity and stability that can effectual assurance support, the utility model discloses adopt steel pipe, top support etc. To prop the top firmly full framing end frame and both sides abutment, can effectually prevent that the arch ring support is along the bridge to taking place the deformation, the utility model discloses in be equipped with wide wood clamp board, can effectually avoid arch ring concreting to produce downward landing, the phenomenon such as pile up to do not influence the normal construction of concrete.
Description
technical field:
The utility model relates to bridge and manufactures field, particularly a kind of arch ring bracket mould structure.
background technology:
Pedestrian bridge arch ring adopts the construction method of cast-in-situ concrete on full framing, support employing bowl fastening type support is set up, common steel tube is reinforced, take safe reinforcement measure to ensure bracket basis is stablized simultaneously, and existing support intensity, rigidity and stability are how good not; In order to ensure support intensity, rigidity and stability, here full framing adopts vertical, horizontal spacing to be 60cm × 60cm, step pitch is 120cm, along bridge longitudinal axis every 4 across setting one bridging, arrange 3 along bridge axis of pitch and be booked section bridging (being separately positioned on alien invasion and longitudinal axis place); Consider that bottom the cast-in-place arch ring of this project, 8.5m scope inner arc line angle degree is comparatively steep, adopts match plate support system during construction, coordinates oblique steel pipe support to reinforce simultaneously; In addition, for guaranteeing concrete pouring quality, match plate section arch ring concrete construction time-division two-step pouring; The method adding wooden splint is taked to build during arch ring concrete construction within the scope of the 1.5m of arch ring top.
utility model content:
The purpose of this utility model is just to provide a kind of arch ring bracket mould structure to solve the problem, and effectively can solve the deficiency of existing support intensity, rigidity and stability.
In order to solve the problem, the utility model provides a kind of technical scheme: a kind of arch ring bracket mould structure, and its innovative point is: comprise river course undisturbed soil, crushed rock base course, concrete bed course, Two bors d's oeuveres steel pipe, the lumps of wood, bamboo slab rubber, split bolt, construction notch, concrete, distribution beam, wide wooden splint, connection support double-joint steel pipe, skewed horizontal load bar, U-shaped jacking, parados, timber wedge, backing plate, leveling collet and full framing; Crushed rock base course is provided with above described river course undisturbed soil; Concrete bed course is provided with above described crushed rock base course; Described parados is located at both sides above concrete bed course; Described backing plate is several, and described backing plate is evenly distributed on concrete bed course; Described leveling collet is several, and described leveling collet is connected to above backing plate; Be connected with leveling collet bottom described full framing; Described U-shaped jacking is several, and described U-shaped jacking is separately fixed on the upside of full framing; The described lumps of wood is several, and the described lumps of wood is separately fixed at above U-shaped jacking; Described bamboo slab rubber is two, and described bamboo slab rubber is fixed above the lumps of wood, is provided with concrete between described bamboo slab rubber; Described skewed horizontal load bar is several, is evenly fixed on full framing both sides respectively inside described skewed horizontal load bar, is fixed with U-shaped jacking respectively outside described skewed horizontal load bar, and described U-shaped jacking is connected with Two bors d's oeuveres steel pipe; Described Two bors d's oeuveres steel pipe is positioned at inner two side positions of bamboo slab rubber; Described distribution beam is positioned at above outside bamboo slab rubber corresponding to Two bors d's oeuveres steel pipe, is connected with wide wooden splint above described distribution beam; Described wide wooden splint is fixedly connected with Two bors d's oeuveres steel pipe with split bolt by connecting support double-joint steel pipe, and described wide wooden splint both sides are connected with parados inside by timber wedge; Described construction notch is positioned at wide wooden splint two side position.
As preferably, described full framing top semicircular in shape.
As preferably, also comprise steel wire cable wind rope and i iron; Described steel wire cable wind rope is several; Described steel wire cable wind rope upper end is fixed on full framing both sides; Described i iron is several, and described i iron is fixed on above river course undisturbed soil; Described i iron is fixedly connected with steel wire cable wind rope lower end.
As preferably, the angle on described steel wire cable wind rope and ground is about 50 degree.
The beneficial effects of the utility model:
(1) the utility model have rational in infrastructure simple, cost of production is low, easy for installation, multiple functional, effectively can ensure the intensity of support, rigidity and stability.
(2) full framing end frame and both sides abutment adopt the support such as steel pipe, jacking firm by the utility model, can effectively prevent arch ring support along bridge to deforming.
(3) be provided with wide wooden splint in the utility model, arch ring concreting effectively can be avoided to produce the phenomenons such as downward landing, accumulation, thus do not affect concrete normal construction.
accompanying drawing illustrates:
For ease of illustrating, the utility model is described in detail by following concrete enforcement and accompanying drawing.
Fig. 1 is vertical section structure schematic diagram of the present utility model;
Fig. 2 is full framing profile of the present utility model;
Fig. 3 is that cable wind rope of the present utility model arranges elevation;
Fig. 4 is the utility model cable wind rope plane of arrangement figure.
1-river course undisturbed soil; 2-crushed rock base course; 3-concrete bed course; 4-Two bors d's oeuveres steel pipe; The 5-lumps of wood; 6-bamboo slab rubber; 7-split bolt; 8-constructs notch; 9-concrete; 10-distribution beam; The wide wooden splint of 11-; 12-connects support double-joint steel pipe; 13-skewed horizontal load bar; 14-U type jacking; 15-parados; 16-timber wedge; 17-backing plate; 18-leveling collet; 19-full framing; 20-steel wire cable wind rope; 21-i iron.
detailed description of the invention:
As depicted in figs. 1 and 2, this detailed description of the invention is by the following technical solutions: a kind of arch ring bracket mould structure, comprises river course undisturbed soil 1, crushed rock base course 2, concrete bed course 3, Two bors d's oeuveres steel pipe 4, the lumps of wood 5, bamboo slab rubber 6, split bolt 7, construction notch 8, concrete 9, distribution beam 10, wide wooden splint 11, connects support double-joint steel pipe 12, skewed horizontal load bar 13, U-shaped jacking 14, parados 15, timber wedge 16, backing plate 17, leveling collet 18 and full framing 19; River course undisturbed soil 1 is provided with crushed rock base course 2 above; Crushed rock base course 2 is provided with concrete bed course 3 above; Parados 15 is located at concrete bed course 3 both sides above; Backing plate 17 is several, and backing plate 17 is evenly distributed on concrete bed course 3; Leveling collet 18 is several, and leveling collet 18 is connected to above backing plate 17; Be connected with leveling collet 18 bottom full framing 19; U-shaped jacking 14 is several, and U-shaped jacking 14 is separately fixed on the upside of full framing 19; The lumps of wood 5 is several, and the lumps of wood 5 is separately fixed at above U-shaped jacking 14; Bamboo slab rubber 6 is two, and bamboo slab rubber 6 is fixed above the lumps of wood 5, is provided with concrete 9 between bamboo slab rubber 6; Skewed horizontal load bar 13 is several, is evenly fixed on full framing 19 both sides respectively inside skewed horizontal load bar 13, is fixed with U-shaped jacking 14 outside skewed horizontal load bar 13 respectively, and U-shaped jacking 14 is connected with Two bors d's oeuveres steel pipe 4; Two bors d's oeuveres steel pipe 4 is positioned at inner two side positions of bamboo slab rubber 6; Distribution beam 10 is positioned at above the outside bamboo slab rubber 6 of Two bors d's oeuveres steel pipe 4 correspondence, and distribution beam 10 is connected with wide wooden splint 11 above; Wide wooden splint 11 is fixedly connected with Two bors d's oeuveres steel pipe 4 with split bolt 7 by connecting support double-joint steel pipe 12, and wide wooden splint 11 both sides are connected with parados 15 inside by timber wedge 16; Construction notch 8 is positioned at wide wooden splint 11 liang of side positions.
Wherein, full framing 19 top semicircular in shape.
As shown in Figure 3 and Figure 4, steel wire cable wind rope 20 and i iron 21 is also comprised; Steel wire cable wind rope 20 is several; Steel wire cable wind rope 20 upper end is fixed on full framing 19 both sides; I iron 21 is several, and i iron 21 is fixed on above river course undisturbed soil 1; I iron 21 is fixedly connected with steel wire cable wind rope 20 lower end.
Wherein, steel wire cable wind rope 20 is about 50 degree with the angle on ground.
More than show and describe general principle of the present utility model and principal character and advantage of the present utility model, the technician of the industry should understand, the utility model is not restricted to the described embodiments, what describe in above-described embodiment and manual just illustrates principle of the present utility model, under the prerequisite not departing from the utility model spirit and scope, the utility model also has various changes and modifications, these changes and improvements all fall within the scope of claimed the utility model, the claimed scope of the utility model is defined by appending claims and equivalent thereof.
Claims (4)
1. an arch ring bracket mould structure, is characterized in that: comprise river course undisturbed soil (1), crushed rock base course (2), concrete bed course (3), Two bors d's oeuveres steel pipe (4), the lumps of wood (5), bamboo slab rubber (6), split bolt (7), construction notch (8), concrete (9), distribution beam (10), wide wooden splint (11), connect support double-joint steel pipe (12), skewed horizontal load bar (13), U-shaped jacking (14), parados (15), timber wedge (16), backing plate (17), leveling collet (18) and full framing (19);
Described river course undisturbed soil (1) is provided with crushed rock base course (2) above;
Described crushed rock base course (2) is provided with concrete bed course (3) above;
Described parados (15) is located at concrete bed course (3) both sides above;
Described backing plate (17) is several, and described backing plate (17) is evenly distributed on concrete bed course (3);
Described leveling collet (18) is several, and described leveling collet (18) is connected to above backing plate (17);
Described full framing (19) bottom is connected with leveling collet (18);
Described U-shaped jacking (14) is several, and described U-shaped jacking (14) is separately fixed at full framing (19) upside;
The described lumps of wood (5) is several, and the described lumps of wood (5) is separately fixed at above U-shaped jacking (14);
Described bamboo slab rubber (6) is two, above the fixing lumps of wood (5) of described bamboo slab rubber (6), is provided with concrete (9) between described bamboo slab rubber (6);
Described skewed horizontal load bar (13) is several, described skewed horizontal load bar (13) inner side is evenly fixed on full framing (19) both sides respectively, described skewed horizontal load bar (13) outside is fixed with U-shaped jacking (14) respectively, and described U-shaped jacking (14) is connected with Two bors d's oeuveres steel pipe (4);
Described Two bors d's oeuveres steel pipe (4) is positioned at inner two side positions of bamboo slab rubber (6);
Described distribution beam (10) is positioned at above outside bamboo slab rubber (6) corresponding to Two bors d's oeuveres steel pipe (4), and described distribution beam (10) is connected with wide wooden splint (11) above;
Described wide wooden splint (11) is fixedly connected with Two bors d's oeuveres steel pipe (4) with split bolt (7) by connecting support double-joint steel pipe (12), and described wide wooden splint (11) both sides are connected with parados (15) inside by timber wedge (16);
Described construction notch (8) is positioned at wide wooden splint (11) two side position.
2. a kind of arch ring bracket mould structure according to claim 1, is characterized in that: described full framing (19) top semicircular in shape.
3. a kind of arch ring bracket mould structure according to claim 1, is characterized in that: also comprise steel wire cable wind rope (20) and i iron (21);
Described steel wire cable wind rope (20) is for several; Described steel wire cable wind rope (20) upper end is fixed on full framing (19) both sides;
Described i iron (21) is for several, and described i iron (21) is fixed on above river course undisturbed soil (1); Described i iron (21) is fixedly connected with steel wire cable wind rope (20) lower end.
4. a kind of arch ring bracket mould structure according to claim 3, is characterized in that: described steel wire cable wind rope (20) is about 50 degree with the angle on ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520825265.5U CN205116027U (en) | 2015-10-24 | 2015-10-24 | Arch ring flange tool structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520825265.5U CN205116027U (en) | 2015-10-24 | 2015-10-24 | Arch ring flange tool structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205116027U true CN205116027U (en) | 2016-03-30 |
Family
ID=55571648
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520825265.5U Expired - Fee Related CN205116027U (en) | 2015-10-24 | 2015-10-24 | Arch ring flange tool structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205116027U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087764A (en) * | 2016-08-11 | 2016-11-09 | 广西建工集团第四建筑工程有限责任公司 | A kind of gardens foot bridge arc bridge arch construction assembling die |
-
2015
- 2015-10-24 CN CN201520825265.5U patent/CN205116027U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106087764A (en) * | 2016-08-11 | 2016-11-09 | 广西建工集团第四建筑工程有限责任公司 | A kind of gardens foot bridge arc bridge arch construction assembling die |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103306208A (en) | Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier | |
| CN105040968A (en) | Device and method for supporting inclined high, large, empty and thin-walled reinforced concrete wall form | |
| CN107435335A (en) | Brick retaining wall steel bar girder hardened system and method on foundation pit enclosure top beam | |
| CN103334379A (en) | Construction method for hanging part of anti-collision guardrail on expressway | |
| CN104532749A (en) | Support used for construction of upper beam of main tower of suspension bridge | |
| CN105649213A (en) | Construction method for large steel structural embedded part in dense reinforcement distribution region | |
| CN205604719U (en) | Superelevation, jumbo size board structural template braced system that encorbelments | |
| CN103233426A (en) | Bailey beam support free of buttress in soft foundation and supporting method thereof | |
| CN205116027U (en) | Arch ring flange tool structure | |
| CN206319597U (en) | A kind of cantilever steel girder erecting device | |
| CN203891462U (en) | Form erecting device for fair-faced concrete independent columns | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN208907298U (en) | A kind of fashioned iron Overhanging Outside Scaffold | |
| CN201347590Y (en) | Quick connection and calibration clamp for steel column joint | |
| CN204040437U (en) | Cantilever tripod and single protective frame system of encorbelmenting | |
| CN207244633U (en) | Brick retaining wall steel bar girder hardened system on foundation pit enclosure top beam | |
| CN206635801U (en) | A kind of deep water waters bridge construction tower-crane foundation structure | |
| CN203684102U (en) | Supporting system for precast beam formed by connecting span erection of ramp bridge and main line bridge | |
| CN204492192U (en) | A kind of building form tension and compression rod member | |
| CN205296821U (en) | Oblique roofing formwork system of heavy grade cast in situ concrete | |
| CN204876084U (en) | Steel column foot crab -bolt fixed bolster | |
| CN203361020U (en) | Full framing | |
| CN210031746U (en) | Steel casing drilling platform for bridge construction | |
| CN203822340U (en) | Gate-type support frame equipment | |
| CN202625670U (en) | Adjustable wall-attached support device of tower crane of building |
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: 20160330 Termination date: 20201024 |