CN110788984A - Precast beam making pedestal side width device and implementation method thereof - Google Patents
Precast beam making pedestal side width device and implementation method thereof Download PDFInfo
- Publication number
- CN110788984A CN110788984A CN201911027816.2A CN201911027816A CN110788984A CN 110788984 A CN110788984 A CN 110788984A CN 201911027816 A CN201911027816 A CN 201911027816A CN 110788984 A CN110788984 A CN 110788984A
- Authority
- CN
- China
- Prior art keywords
- pedestal
- channel
- steel
- sections
- precast beam
- 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.)
- Pending
Links
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a precast beam making pedestal side widening device which comprises a pedestal bottom die steel plate, channel steel, nuts and bolts, wherein the device is formed by assembling a plurality of sections so as to meet the requirements of different pre-camber and lifting opening positions of a beam making pedestal, the channel steel is welded at the left end and the right end of the bottom of the pedestal bottom die steel plate, the distance between the channel steel at the two sides is larger than the width of the original beam making pedestal, a through hole is formed in the middle of the channel steel in the length direction, the nut is welded at the position of the through hole, and the bolt is bolted on the nut. When the device is used, each section is smoothly pre-paved on the original beam pedestal and then is fixed by the bolts, so that the original beam pedestal is widened and improved.
Description
Technical Field
The invention belongs to the technical field of precast beam construction, and particularly relates to a precast beam making pedestal side width device and an implementation method thereof.
Background
In order to adapt to the change of landform and landform or span other facilities, the length of the precast beam needs to be changed according to local conditions, and the width of the beam bottom of the precast beam is often changed along with the change of the landform and landform, for example, the width of the beam bottom of a 30m T-shaped highway beam is 50cm, while the width of the beam bottom of a 40m T-shaped highway beam is 60cm, so that a corresponding beam-making pedestal needs to be constructed to meet the production requirement. In order to prefabricate multi-model T beams, pedestals of different models need to be built in a beam field, and the traditional construction mode is large in beam field area, high in construction cost and low in pedestal utilization rate. In order to eliminate the disadvantages, the sharing of the beam-making pedestals for the prefabricated T-beams with different lengths is widely used in highway construction, but in the case of beam bottom width variation, beam-making pedestals with different widths are often required to be constructed.
Disclosure of Invention
In order to overcome the technical defects of large beam field area, high construction cost, low utilization rate of a pedestal and the like of a beam-making pedestal in the prior art, the invention provides a beam-making pedestal side width device for a precast beam, each segment is smoothly pre-paved on an original beam pedestal, and then is fixed by bolts, so that the original beam pedestal is widened and modified, and the technical problems are solved.
The invention achieves the purpose through the following technical scheme, and the precast beam making pedestal side widening device comprises a pedestal bottom die steel plate, channel steel, nuts and bolts, and is formed by splicing a plurality of sections to meet the requirements of different pre-camber and lifting opening positions of a beam making pedestal, the channel steel is welded at the left end and the right end of the bottom of the pedestal bottom die steel plate, the distance between the channel steel at the two sides is larger than the width of the original beam making pedestal, a through hole is formed in the middle of the channel steel along the length direction, the nut is welded at the position of the through hole, and the bolt is bolted on the nut.
According to the pedestal side width device for the precast beam, the distance between the left and right channel steel at the bottom of the bottom die steel plate of the pedestal is 5-10 mm larger than the width of the original beam pedestal.
An implementation method of a precast beam making pedestal side width device comprises the following use steps:
s1: designing the segment length of the device according to the beam body length and the pre-camber requirement of the precast beam;
s2: smoothly pre-laying each section of the device on the upper end of an original beam pedestal, adjusting the pre-camber which meets the requirement, reserving the position of a beam body lifting opening, clamping each section on the original beam pedestal from channel steels at the left end and the right end of the bottom of a pedestal bottom mould steel plate by using bolts, and welding the sections at the end of the pedestal;
s3: after all the sections are fixed, glass cement is filled in gaps among the sections to prevent slurry leakage of the joints, and slurry stopping strips are placed in the channel openings of the channel steel to complete widening and transformation of the beam-making pedestal.
Generally, compared with the prior art, the technical scheme of the invention can achieve the following beneficial effects: the side widening device for the precast beam making pedestal is reasonable in structural design, each section is smoothly pre-paved on the original beam making pedestal and then is fixed by the bolts, and the original beam making pedestal is widened and reformed.
Drawings
The following detailed description of embodiments of the invention is provided in conjunction with the appended drawings, in which:
FIG. 1 is a schematic view of the overall structure of a pedestal side widening device for manufacturing a beam by using a precast beam according to the present invention;
FIG. 2 is a schematic illustration of the installation of the present invention during use;
FIG. 3 is a top view of FIG. 2;
in the figure: 1-pedestal bottom die steel plate, 2-channel steel, 3-nut and 4-bolt.
Detailed Description
As shown in fig. 1, the overall structure schematic diagram of the precast beam making pedestal side width device of the invention comprises a pedestal bottom die steel plate 1, channel steel 2, nuts 3 and bolts 4, the device is formed by assembling a plurality of segments to meet the requirements of different pre-camber and lifting opening positions of a beam making pedestal, the channel steel 2 is welded at the left end and the right end of the bottom of the pedestal bottom die steel plate 1, the distance between the channel steel 2 at the two sides is greater than the width of an original beam making pedestal, the distance between the channel steel 2 at the left end and the right end of the bottom of the pedestal bottom die steel plate 1 is greater than the width of the original beam making pedestal by 5mm-10mm, a through hole is formed in the middle position of the channel steel 2 along the length direction, the nuts 3 are welded at the position of.
When the precast beam pedestal side widening device is used for precast beam construction, the original beam pedestal is widened and reformed mainly through the following use steps:
the method comprises the following steps: designing the segment length of the device according to the beam body length and the pre-camber requirement of the precast beam;
step two: smoothly pre-laying each section of the device on the upper end of an original beam pedestal, adjusting the pre-camber meeting the requirement, reserving the position of a beam body lifting opening, clamping each section on the original beam pedestal from channel steels 2 at the left end and the right end of the bottom die steel plate 1 of the pedestal by using bolts 4, and welding the sections at the ends of the pedestal as shown in fig. 2 and 3;
step three: after all the sections are fixed, glass cement is filled in gaps among the sections to prevent the joints from leaking slurry, and slurry stopping strips are placed in the notches of the channel steel 2 to complete the widening and transformation of the beam-making pedestal.
The beam-making pedestal is convenient to mount and dismount when in use, can be recycled, greatly reduces the investment of the number of beam-making pedestals, can greatly save the field, manpower, material resources and financial resources, shortens the construction time of a beam yard, and has good popularization value.
It will be understood by those skilled in the art that the foregoing is only a preferred embodiment of the present invention, and is not intended to limit the invention, and that any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (3)
1. The utility model provides a wide device of precast beam system roof beam pedestal group, includes pedestal die block steel sheet (1), channel-section steel (2), nut (3) and bolt (4), its characterized in that: the device divide into a plurality of sections and assembles and form to satisfy the different requirements of camber in advance and hoist and mount mouthful position of system roof beam pedestal, both ends welding has channel-section steel (2) about pedestal die steel sheet (1) bottom, the interval of both sides channel-section steel (2) is greater than the width of former system roof beam pedestal, and the through-hole has been seted up along length direction's intermediate position in channel-section steel (2), and the welding of through-hole position has nut (3), the bolt has bolt (4) on nut (3).
2. The precast beam making pedestal widening device according to claim 1, wherein: the distance between the left end channel steel (2) and the right end channel steel (2) at the bottom of the bottom die steel plate (1) of the pedestal is 5mm-10mm larger than the width of the original beam pedestal.
3. An implementation method of a precast beam making pedestal side width device is characterized in that: the implementation method comprises the following use steps:
s1: designing the segment length of the device according to the beam body length and the pre-camber requirement of the precast beam;
s2: smoothly pre-laying each section of the device on the upper end of an original beam pedestal, adjusting the pre-camber meeting the requirement, reserving the position of a beam body lifting opening, clamping each section on the original beam pedestal from channel steels (2) at the left end and the right end of the bottom die steel plate (1) of the pedestal by using bolts (4), and welding the sections at the ends of the pedestal;
s3: after all the sections are fixed, glass cement is filled in gaps among the sections to prevent the joints from leaking slurry, and slurry stopping strips are placed in the notches of the channel steel (2) to complete the widening and transformation of the beam-making pedestal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911027816.2A CN110788984A (en) | 2019-10-28 | 2019-10-28 | Precast beam making pedestal side width device and implementation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911027816.2A CN110788984A (en) | 2019-10-28 | 2019-10-28 | Precast beam making pedestal side width device and implementation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110788984A true CN110788984A (en) | 2020-02-14 |
Family
ID=69441463
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911027816.2A Pending CN110788984A (en) | 2019-10-28 | 2019-10-28 | Precast beam making pedestal side width device and implementation method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110788984A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976297A (en) * | 2021-02-08 | 2021-06-18 | 中交路桥建设有限公司 | Remanufacturing method of T-beam prefabricated pedestal |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748681A (en) * | 2009-12-22 | 2010-06-23 | 浙江省大成建设集团有限公司 | Pretensioning method construction technology of 50m broken line reinforced concrete T-shaped beam |
| CN202622992U (en) * | 2012-05-15 | 2012-12-26 | 葛洲坝集团第五工程有限公司 | Universal-type post-tensioned T-beam precast pedestal with detachable modules and adjustable steel members |
| CN204054330U (en) * | 2014-09-26 | 2014-12-31 | 中铁二十局集团第五工程有限公司 | Wavelike steel webplate prestressed concrete I-beam precast pedestal |
| CN205062832U (en) * | 2015-09-25 | 2016-03-02 | 重庆建工市政交通工程有限责任公司 | Different bottom width of non - equal span is adjustable, and T type roof beam prefabricates pedestal |
| CN105625462A (en) * | 2014-10-27 | 2016-06-01 | 中铁十四局集团有限公司 | Precast beam pedestal construction process |
| CN107053440A (en) * | 2017-05-10 | 2017-08-18 | 中国十七冶集团有限公司 | A kind of precast plate girder pedestal preparation method |
| CN209022250U (en) * | 2018-07-17 | 2019-06-25 | 宁夏路桥工程股份有限公司 | A kind of prefabricated case beam steel construction pedestal |
-
2019
- 2019-10-28 CN CN201911027816.2A patent/CN110788984A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101748681A (en) * | 2009-12-22 | 2010-06-23 | 浙江省大成建设集团有限公司 | Pretensioning method construction technology of 50m broken line reinforced concrete T-shaped beam |
| CN202622992U (en) * | 2012-05-15 | 2012-12-26 | 葛洲坝集团第五工程有限公司 | Universal-type post-tensioned T-beam precast pedestal with detachable modules and adjustable steel members |
| CN204054330U (en) * | 2014-09-26 | 2014-12-31 | 中铁二十局集团第五工程有限公司 | Wavelike steel webplate prestressed concrete I-beam precast pedestal |
| CN105625462A (en) * | 2014-10-27 | 2016-06-01 | 中铁十四局集团有限公司 | Precast beam pedestal construction process |
| CN205062832U (en) * | 2015-09-25 | 2016-03-02 | 重庆建工市政交通工程有限责任公司 | Different bottom width of non - equal span is adjustable, and T type roof beam prefabricates pedestal |
| CN107053440A (en) * | 2017-05-10 | 2017-08-18 | 中国十七冶集团有限公司 | A kind of precast plate girder pedestal preparation method |
| CN209022250U (en) * | 2018-07-17 | 2019-06-25 | 宁夏路桥工程股份有限公司 | A kind of prefabricated case beam steel construction pedestal |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112976297A (en) * | 2021-02-08 | 2021-06-18 | 中交路桥建设有限公司 | Remanufacturing method of T-beam prefabricated pedestal |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101767127A (en) | Forming method of bending wave steel webs and special module | |
| CN110607867A (en) | Non-dismantling mold laminated slab | |
| CN110788984A (en) | Precast beam making pedestal side width device and implementation method thereof | |
| CN217379767U (en) | Combined die for producing assembled reinforced concrete open hole beam | |
| CN216031529U (en) | Novel prefabricated bent cap template | |
| CN209971052U (en) | Two T roof beam nomadic formula apparatus for producing of prestressing force | |
| CN209081269U (en) | Assembling truss hanging apparatus | |
| CN112921807A (en) | Bridge supporting structure machining method | |
| CN206571049U (en) | Precast block formula secondary prestress Wavelike steel webplate combination beam | |
| CN220619803U (en) | Bridge deck bottom die | |
| CN216786853U (en) | Cast-in-place case roof beam construction structures of big width | |
| CN217072830U (en) | Grout stopping device for bottom plate of precast beam | |
| CN219926369U (en) | Prefabricated case roof beam wedge mould subassembly of variable position | |
| CN220661288U (en) | Prefabricated case roof beam production line | |
| CN220661246U (en) | Bottom die and side die combined system of prefabricated box girder and forming system comprising same | |
| CN214026260U (en) | Inner formwork structure for prefabricating curve section beam | |
| CN216914262U (en) | Precast beam board end template reinforcing apparatus | |
| CN220284860U (en) | Precast pile plate structure roadbed joint of assembling suitable for tramcar | |
| CN213260069U (en) | Pedestal capable of improving appearance quality of bottom edge of T-shaped beam | |
| CN220469244U (en) | Prefabricated reinforcement cage structure | |
| CN213352839U (en) | Precast beam field steel pedestal | |
| CN220451512U (en) | Subway prefabricated platform structure | |
| CN217494634U (en) | Prefabricated T roof beam template of adjustable cross slope angle | |
| CN218405026U (en) | Section steel combined bridge | |
| CN216006602U (en) | Template-free construction flange structure system for longitudinal wet joint of concrete box girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200214 |
|
| RJ01 | Rejection of invention patent application after publication |