CN203755177U - Large-span cover beam bearing force supporting device - Google Patents
Large-span cover beam bearing force supporting device Download PDFInfo
- Publication number
- CN203755177U CN203755177U CN201420104396.XU CN201420104396U CN203755177U CN 203755177 U CN203755177 U CN 203755177U CN 201420104396 U CN201420104396 U CN 201420104396U CN 203755177 U CN203755177 U CN 203755177U
- Authority
- CN
- China
- Prior art keywords
- backing plate
- load
- bracing
- bracing frame
- main body
- 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.)
- Active
Links
- 241000446313 Lamella Species 0.000 claims description 10
- 235000015170 shellfish Nutrition 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000000789 fastener Substances 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000010008 shearing Methods 0.000 claims description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 239000011513 prestressed concrete Substances 0.000 description 3
- 238000009432 framing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Abstract
The utility model relates to a large-span cover beam bearing force supporting device which comprises first bearing base plates, beret piece layers, supporting frame bodies and mold supporting layers. The first bearing base plates are evenly distributed on the hardened ground, the beret piece layers are arranged on the first bearing base plates, the supporting frame bodies are erected on the beret piece layers in a criss-cross mode and are connected through buckling pieces, the mold supporting layers are arranged on the supporting frame bodies and used for supporting molds, and the mold supporting layers comprise transverse base plates evenly arranged on the lower portions, longitudinal base plates evenly arranged on the transverse base plates and mold supporting columns evenly distributed on the longitudinal base plates. The large-span cover beam bearing force supporting device is convenient to mount, balanced in stress, high in bearing capacity, low in requirement for ground pretreatment in the earlier stage, low in requirement for terrain and geology and high in universality.
Description
Technical field
The utility model relates to a kind of bent cap fastening, is specifically related to a kind of large span bent cap load bracing or strutting arrangement.
Background technology
Along with the development of China's speedway, large span prestressed concrete bent cap can be widely used in highway bridge, and it is attractive in appearance that it not only increases bridge, can greatly improve the ground space under bridge simultaneously, outstanding in the city area advantage of ground space restriction.For the engineering characteristic of large span prestressed concrete bent cap, generally adopt the construction of conventional bracket (φ 48*3.5mm steel pipe full framing) method, or adopt the construction of bracket (anchor ear) method form erecting technology.
Construct at Du Dun (large span) pre-stressed concrete coping, if adopt the construction of bracket (anchor ear) method form erecting technology, exist section steel manufacture investment large, engineering quantity is large, instrument versatility poor (only a project is used), the series of problems such as technical difficulty is high, and installing space is narrow, palpus main equipment coordinative construction.Adopt the construction of conventional bracket (φ 48*3.5mm steel pipe support) method, support is pacified, is torn technology maturation open, and fast and safely, but basic specially treated workload is larger, long construction period, much time wealth.
Utility model content
The purpose of this utility model is the problem and shortage for above-mentioned existence, provides a kind of and can effectively improve the large span bent cap load bracing or strutting arrangement of setting up efficiency, stable support stress point.
For achieving the above object, the technical scheme of taking is:
A kind of large span bent cap load bracing or strutting arrangement, include and be uniformly arranged on load backing plate one on hardened ground, be arranged on shellfish thunder lamella on load backing plate one, set up crisscross the bracing frame main body connecting by fastener and be arranged on the mould support layer for supporting mould in bracing frame main body on described shellfish thunder lamella, described mould support layer comprises the uniform horizontal backing plate of bottom, uniform longitudinal backing plate and the uniform mould support post being arranged on longitudinal backing plate being arranged on horizontal backing plate of being arranged on.
The strong point of described bracing frame bottom part body is provided with the load backing plate two across shellfish thunder lamella.
Described load backing plate one, load backing plate two, horizontal backing plate and longitudinal backing plate all can adopt channel-section steel, H shaped steel or i iron.
In described bracing frame main body, be provided with the shearing support of oblique pull, shearing support is connected by fastener with bracing frame main body.
Described mould support post is jack or hydraulic cylinder equal altitudes adjustable prop.
Described bracing frame main body side is by the hinged mounting attachment that is erected with of fastener.
Adopt technique scheme, obtained beneficial effect is:
The utility model is easy for installation, stress equalization, bearing capacity are strong, and require low early stage for ground pretreatment, for landform and geology require low, highly versatile.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Sequence number in figure: 1 be hardened ground, 2 for load backing plate one, 3 for shellfish thunder lamella, 4 for bracing frame main body, 5 for horizontal backing plate, 6 for longitudinal backing plate, 7 for mould support post, 8 for load gripper shoe two, 9 for shearing support, 10 for mounting attachment, 11 be mould.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is elaborated.
Referring to Fig. 1, a kind of large span bent cap load bracing or strutting arrangement, include the uniform load backing plate 1 being arranged on hardened ground 1, be arranged on the shellfish thunder lamella 3 on load backing plate 1, set up on described shellfish thunder lamella 3 crisscross the bracing frame main body 4 connecting by fastener, and be arranged on the mould support layer for supporting mould 11 in bracing frame main body 4, described mould support layer comprises the uniform horizontal backing plate 5 that is arranged on bottom, uniform longitudinal backing plate 6 and the uniform mould support post 7 being arranged on longitudinal backing plate 6 being arranged on horizontal backing plate 5, on the strong point of described bracing frame main body 4 bottoms, be provided with the load backing plate 28 across shellfish thunder lamella 3, described load backing plate 1, load backing plate 28, laterally backing plate 5 and longitudinal backing plate 6 all can adopt channel-section steel, H shaped steel or i iron.
In described bracing frame main body 4, be provided with the shearing support 9 of oblique pull, shearing support 9 is connected by fastener with bracing frame main body 4, described mould support post 7 is jack or hydraulic cylinder equal altitudes adjustable prop, and described bracing frame main body 4 sides are by the hinged mounting attachment 10 that is erected with of fastener.
Claims (6)
1. a large span bent cap load bracing or strutting arrangement, it is characterized in that, include and be uniformly arranged on load backing plate one on hardened ground, be arranged on shellfish thunder lamella on load backing plate one, set up crisscross the bracing frame main body connecting by fastener and be arranged on the mould support layer for supporting mould in bracing frame main body on described shellfish thunder lamella, described mould support layer comprises the uniform horizontal backing plate of bottom, uniform longitudinal backing plate and the uniform mould support post being arranged on longitudinal backing plate being arranged on horizontal backing plate of being arranged on.
2. large span bent cap load bracing or strutting arrangement according to claim 1, is characterized in that, the strong point of described bracing frame bottom part body is provided with the load backing plate two across shellfish thunder lamella.
3. large span bent cap load bracing or strutting arrangement according to claim 1, is characterized in that, described load backing plate one, load backing plate two, horizontal backing plate and longitudinal backing plate all can adopt channel-section steel, H shaped steel or i iron.
4. large span bent cap load bracing or strutting arrangement according to claim 1, is characterized in that, is provided with the shearing support of oblique pull in described bracing frame main body, and shearing support is connected by fastener with bracing frame main body.
5. large span bent cap load bracing or strutting arrangement according to claim 1, is characterized in that, described mould support post is jack or hydraulic cylinder equal altitudes adjustable prop.
6. large span bent cap load bracing or strutting arrangement according to claim 1, is characterized in that, described bracing frame main body side is by the hinged mounting attachment that is erected with of fastener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420104396.XU CN203755177U (en) | 2014-03-10 | 2014-03-10 | Large-span cover beam bearing force supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420104396.XU CN203755177U (en) | 2014-03-10 | 2014-03-10 | Large-span cover beam bearing force supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203755177U true CN203755177U (en) | 2014-08-06 |
Family
ID=51250474
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420104396.XU Active CN203755177U (en) | 2014-03-10 | 2014-03-10 | Large-span cover beam bearing force supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203755177U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386412A (en) * | 2015-12-14 | 2016-03-09 | 中铁上海工程局集团有限公司 | Movable portal used in construction of bent cap of large cantilever and construction method of movable portal |
| CN107447667A (en) * | 2017-08-22 | 2017-12-08 | 上海建工材料工程有限公司 | A kind of assembled bent cap mould and construction technology |
| CN110512525A (en) * | 2019-08-23 | 2019-11-29 | 中交一航局第一工程有限公司 | A kind of detachable bent cap bed die bracket and its construction technology |
-
2014
- 2014-03-10 CN CN201420104396.XU patent/CN203755177U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386412A (en) * | 2015-12-14 | 2016-03-09 | 中铁上海工程局集团有限公司 | Movable portal used in construction of bent cap of large cantilever and construction method of movable portal |
| CN107447667A (en) * | 2017-08-22 | 2017-12-08 | 上海建工材料工程有限公司 | A kind of assembled bent cap mould and construction technology |
| CN110512525A (en) * | 2019-08-23 | 2019-11-29 | 中交一航局第一工程有限公司 | A kind of detachable bent cap bed die bracket and its construction technology |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203755177U (en) | Large-span cover beam bearing force supporting device | |
| CN201896461U (en) | Reconstruction structure of old and used building | |
| CN211974459U (en) | Jacking underpinning structure of reinforced concrete column | |
| CN203834682U (en) | Exposed type column base with shear key | |
| CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
| CN204753656U (en) | A clump of piles - soil - structure interact experimental model directly replaces to one side | |
| CN102367653A (en) | Support structure for large-span continuous beam construction | |
| CN210032599U (en) | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system | |
| CN103291084A (en) | Construction method of building jacking steel reinforced concrete supporting system | |
| CN204343166U (en) | A kind of combined type gravity anchorage | |
| CN203559505U (en) | Cast-in-place light steel bar truss wall | |
| CN201546322U (en) | Integral locating steel frame used in light steel buildings | |
| CN202866002U (en) | Steel reinforced concrete non-embedded type pillar base | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN202482766U (en) | Support structure for large span continuous beam constructions | |
| CN202000687U (en) | Existing earth building earth wall body reinforcing device through wooden columns and wooden beams | |
| CN105220793B (en) | Precast concrete and shear wall module and preparation method thereof with the component | |
| CN204920196U (en) | Grout wallboard formwork | |
| CN204081485U (en) | Beam bottom mother plate bracing frame | |
| CN202577960U (en) | Suspension outer bearing type combination steel formwork applied in roller compacted concrete (RCC) construction | |
| CN105422140A (en) | Template supporting device for concrete supporting construction of shaft and lane engineering | |
| CN203383229U (en) | Over-form construction formwork for oblique earth-retaining walls | |
| CN203008232U (en) | Steel truss strut | |
| CN206917012U (en) | Assembly concrete lining structural assembly | |
| CN202520330U (en) | Slope surface pipe column frame bent base |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |