CN202742511U - Assembling type girder manufacturing pedestal - Google Patents
Assembling type girder manufacturing pedestal Download PDFInfo
- Publication number
- CN202742511U CN202742511U CN 201220383867 CN201220383867U CN202742511U CN 202742511 U CN202742511 U CN 202742511U CN 201220383867 CN201220383867 CN 201220383867 CN 201220383867 U CN201220383867 U CN 201220383867U CN 202742511 U CN202742511 U CN 202742511U
- Authority
- CN
- China
- Prior art keywords
- pedestal
- panel
- assembling type
- construction
- type 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
Links
Images
Abstract
The utility model discloses an assembling type girder manufacturing pedestal which comprises a pedestal panel and a pedestal support. The pedestal panel is of a steel plate assembly structure, the pedestal panel is covered on the upper portion of the pedestal support, the pedestal support comprises two steel angles arranged along the length direction of a prefabricated girder parallelly and a plurality of square timbers which are arranged at intervals, two ends of the square timbers are connected with the two steel angles, draw bar reserved holes for template draw bars to penetrate are arranged between the square timbers, girder lifting holes are arranged at two ends of the pedestal support, and the pedestal panel above the girder lifting holes is a movable steel plate. The assembling type girder manufacturing pedestal is simple in structure, convenient to assemble and use, simplified in construction program, safe in construction, low in labor intensity, rapid in construction process, detachable and capable of being assembled repeatedly. The assembling type girder manufacturing pedestal can be used repeatedly and can save cost greatly, and pollution on environment is greatly reduced due to recycling of the assembling type girder manufacturing pedestal.
Description
Technical field
The present invention relates to a kind of beam making bench, particularly the assembled beam making bench used of a kind of prefabricated construction that is applicable to middle-size and small-size beam and plate.
Background technology
At present, the prefabricated Simple T-Girders of the bridges such as highway, railway, municipal administration, culvert and plate-girder adopt the in-situ precast construction mostly.Precast beam, plate are to carry out prefabricated construction at beam making bench.Beam making bench of the prior art all is the beam making bench of disposable concreting, and the construction of casting concrete beam making bench is loaded down with trivial details, affects construction speed, and often is subject to the restriction of site operation narrow field; In addition, behind the Practical Completion, the concrete beam making bench just goes out of use, and causes environmental pollution, also is unfavorable for saving construction cost.
Summary of the invention
For the defects that exists in the prior art, the assembled beam making bench that the utility model provides a kind of simple in structure, easy construction, can have enough to meet the need use, saves cost, environmental pollution is few.
The utility model is achieved by the following technical solution: a kind of assembled beam making bench, it comprises that pedestal panel and pedestal support, described pedestal panel is the steel plate splicing structure, it covers the top that described pedestal supports, described pedestal support comprise two angle steel that be arranged in parallel along the precast beam length direction with are connected that an interval arranges and two ends respectively with described two lumps of wood that angle steel is connected, be provided with between the described lumps of wood and be convenient to the pull bar preformed hole that form tie passes through; The two ends of supporting at pedestal are respectively equipped with the hanging beam hole, and the pedestal panel on top, described hanging beam hole is movable steel plate.
The utility model can be arranged on the concrete cushion that build in advance, leveling at the scene assembling when concrete the use.Precast beam can utilize derricking gear by the wire rope hole of reserving precast beam to be lifted by crane after prefabricated finishing on the beam making bench.
In order to guarantee that precast beam, plate have certain camber, described pedestal is provided with camber.
For the ease of dismounting and assembling, the described lumps of wood and angle steel are bolted.
The beneficial effects of the utility model are: the utility model is by adopting the movable beam making bench of steel wood assembled to finish the precast beam construction, successfully solved the impact of the restraining factors such as precast beam field narrow field on prefabricated construction, and the present invention is simple in structure, assembling, easy to use, operating cycle is short, operational procedure is simplified, construction safety, labour intensity is low, and construction speed is fast, and the present invention is owing to can dismantle, repeat assembling, therefore use can be had enough to meet the need, cost can be greatly saved, and owing to can reuse the pollution that has greatly reduced environment, effects of energy saving and emission reduction is obvious, and economic benefit and social benefit are high.The utility model is applicable to bridge, the prefabricated Simple T-Girders of culvert and the prefabricated constructions of plate-girder such as highway, railway, municipal administration, is specially adapted to restricted etc. the middle-size and small-size beam of precast beam on the spot, negligible amounts, site construction Active workings and the prefabricated construction of plate.
Description of drawings
Fig. 1 is structural representation of the present utility model in the specific embodiment;
Fig. 2 is the top view of Fig. 1;
Fig. 3 is that I-I among Fig. 2 is to enlarged diagram;
Fig. 4 is the structural representation of the utility model when being provided with the antiarch camber;
Among the figure, the 1st, concrete cushion, the 2nd, wire rope hole, the 3rd, pedestal panel, the 4th, angle steel, the 5th, the lumps of wood, the 6th, pull bar preformed hole, the 7th, antiarch camber h, the 8th, movable steel plate.
The specific embodiment
Below by non-limiting embodiment the utility model is further described:
Shown in accompanying drawing 1-3, a kind of assembled beam making bench, it comprises that pedestal panel 3 and pedestal support.Described pedestal supports and comprises that two angle steel 4 and some intervals that be arranged in parallel along the precast beam length direction arrange the lumps of wood 5, and the every lumps of wood 5 is horizontally installed between two angle steel 4, punching on the angle steel 4, and the two ends of the lumps of wood 5 are connected with angle steel 4 by bolt.According to the clearance between tiebars that designs on the moulding board of precast beam, position, be provided with between the described lumps of wood 5 and be convenient to the pull bar preformed hole 6 that form tie passes through.Described pedestal panel 3 is assembled with the integral plate of 2M/ section, be connected by tongue and groove between the adjacent steel plate, the pedestal panel covers the top that pedestal supports, and its surface should be smooth smooth, without obviously outstanding, the both sides of pedestal panel are welded on the angle steel of pedestal support.The two ends of supporting at pedestal are respectively equipped with the hanging beam hole 2 that lifting beam is used, and the pedestal panel on 2 tops, described hanging beam hole is movable steel plate 8.
According to different designing requirements, beam making bench of the present utility model can also arrange antiarch camber h, as shown in Figure 4.
When the utility model uses in reality, should be arranged on that build in advance, the smooth concrete cushion 1.The construction procedure of concrete cushion is: smooth location, and repeatedly roll with smooth-wheeled roller and to reach closely knit, ram again and spread the thick 37 lime earth of one deck 30cm, build the thick C15 concrete cushion of 20cm on it.
After the beam making bench assembly unit is finished, flatness, camber and the stability of beam making bench is checked.
Other parts of present embodiment adopt prior art, do not repeat them here.
Claims (3)
1. assembled beam making bench, it is characterized in that: comprise that pedestal panel (3) and pedestal support, described pedestal panel (3) is the steel plate splicing structure, it covers the top that described pedestal supports, described pedestal support comprise two angle steel that be arranged in parallel along the precast beam length direction with are connected that an interval arranges and two ends respectively with described two lumps of wood that angle steel is connected, be provided with between the described lumps of wood and be convenient to the pull bar preformed hole (6) that form tie passes through; The two ends of supporting at pedestal are respectively equipped with hanging beam hole (2), and the pedestal panel on top, described hanging beam hole (2) is movable steel plate.
2. assembled beam making bench according to claim 1, it is characterized in that: described pedestal is provided with the antiarch camber.
3. assembled beam making bench according to claim 1 and 2, it is characterized in that: the described lumps of wood and angle steel are bolted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220383867 CN202742511U (en) | 2012-08-03 | 2012-08-03 | Assembling type girder manufacturing pedestal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220383867 CN202742511U (en) | 2012-08-03 | 2012-08-03 | Assembling type girder manufacturing pedestal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202742511U true CN202742511U (en) | 2013-02-20 |
Family
ID=47701957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220383867 Expired - Fee Related CN202742511U (en) | 2012-08-03 | 2012-08-03 | Assembling type girder manufacturing pedestal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202742511U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647587A (en) * | 2015-02-12 | 2015-05-27 | 河南省公路工程局集团有限公司 | Combined sleeve driving type steel structure girder fabricating table seat and prefabricated box girder combined sleeve driving method |
| CN113059685A (en) * | 2021-03-31 | 2021-07-02 | 武汉联展达岩土工程技术有限公司 | Precast beam construction system and construction method |
-
2012
- 2012-08-03 CN CN 201220383867 patent/CN202742511U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647587A (en) * | 2015-02-12 | 2015-05-27 | 河南省公路工程局集团有限公司 | Combined sleeve driving type steel structure girder fabricating table seat and prefabricated box girder combined sleeve driving method |
| CN104647587B (en) * | 2015-02-12 | 2017-02-15 | 河南省公路工程局集团有限公司 | Combined sleeve driving type steel structure girder fabricating table seat and prefabricated box girder combined sleeve driving method |
| CN113059685A (en) * | 2021-03-31 | 2021-07-02 | 武汉联展达岩土工程技术有限公司 | Precast beam construction system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103215894B (en) | Portable interim prestressed stretch-draw anchor block | |
| CN109868943B (en) | Combined beam formed by steel beam and steel bar truss floor support plate and construction method thereof | |
| CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
| CN102912981B (en) | Gate type high-rise building connected structure construction device | |
| CN103233588A (en) | Translation method for building with raft foundation | |
| CN107401125B (en) | Traveling device of mobile trolley and using method | |
| CN201738597U (en) | Sectional steel and steel pipe combined type support system of beam with high and large cross section | |
| CN203383221U (en) | Foundation pit support structure formed by armoured concrete and steel structure | |
| CN202742511U (en) | Assembling type girder manufacturing pedestal | |
| CN103122691A (en) | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method | |
| CN102777050B (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN205257790U (en) | Fixed high -low leg handle portal crane | |
| CN102605717A (en) | Pier-top longitudinal support scaffolding method | |
| CN202000265U (en) | Concrete construction formwork for high pier of bridge | |
| CN112160247B (en) | Construction method of asynchronous hydraulic creeping formwork for hollow high pier of limited space pier group | |
| CN203230165U (en) | Template support platform for ultra-high cantilever structure | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN202989781U (en) | Width widened cast-in-place box beam moving support | |
| CN103774841A (en) | Track type sliding formwork device | |
| CN103382702A (en) | Cast-in-situ box grider bracket and constructing method thereof | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN203603073U (en) | Reinforced concrete lattice type composite platform beam of elevated station | |
| CN102635070A (en) | Mutual-pulling type vertical turning construction method for steel towers of cable-stayed bridge | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN102155095A (en) | Arranging method of concrete reinforcements of steel rib of large-scale metallurgical workshop |
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: 20130220 Termination date: 20140803 |
|
| EXPY | Termination of patent right or utility model |