CN210458956U - Template of prefabricated bent cap - Google Patents
Template of prefabricated bent cap Download PDFInfo
- Publication number
- CN210458956U CN210458956U CN201920938049.XU CN201920938049U CN210458956U CN 210458956 U CN210458956 U CN 210458956U CN 201920938049 U CN201920938049 U CN 201920938049U CN 210458956 U CN210458956 U CN 210458956U
- Authority
- CN
- China
- Prior art keywords
- side form
- formwork
- prefabricating
- capping beam
- reinforcement cage
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 230000002146 bilateral effect Effects 0.000 claims abstract description 4
- 238000009415 formwork Methods 0.000 claims description 15
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000011900 installation process Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a template of prefabricated bent cap, including die block, side form and end mould, relate to bridge engineering assembled component technical field, the die block include central section, central section outwards and upwards extend and have the cantilever section, central section on be provided with the accepting platform, the die block on be provided with the steel reinforcement cage, the steel reinforcement cage with accepting platform fixed connection, the side form install in steel reinforcement cage both sides, side form upper end bilateral symmetry be provided with trapezoidal face, trapezoidal face inboard hypotenuse be provided with the baffle module, the end mould set up side form both sides with the side form cooperate, the side form outside be provided with the bracing piece, the bracing piece on be provided with locking structure; the utility model discloses simple structure is practical, and at the bottom of the end mould with I-steel welded fastening, increased stability, the side form outside is provided with the bracing piece, is provided with locking structure on the bracing piece, makes things convenient for the integral erection and dismantles.
Description
Technical Field
The utility model relates to a bridge engineering assembled component technical field, concretely relates to template of prefabricated bent cap.
Background
The capping beam is a cross beam, also called a cap beam, arranged on the top of the framed bent pier for supporting, distributing and transferring the load of the superstructure. The bridge pier or the row piles are provided with transverse beams made of reinforced concrete or less reinforced concrete, and the transverse beams are mainly used for supporting the upper part structure of the bridge and transmitting all loads to the lower part structure. The bent cap is the most common means at present by manufacturing the bent cap template, but the existing prefabricated bent cap template has poor supporting capability, poor overall stability and inconvenient installation and disassembly.
SUMMERY OF THE UTILITY MODEL
The main object of the present invention is to provide a form for a prefabricated bent cap in order to solve the disadvantages of the prior art
In order to achieve the above purpose, the utility model adopts the technical scheme that: the utility model provides a template of prefabricated bent cap, includes die block, side form and end mould, its characterized in that: the die block include central section, the central section outwards and upwards extend and have the cantilever section, the central section on be provided with and accept the platform, the die block on set up the steel reinforcement cage, the steel reinforcement cage with accept platform fixed connection, the side form install steel reinforcement cage both sides, side form upper end bilateral symmetry be provided with trapezoidal face, trapezoidal face inboard hypotenuse be provided with the baffle module, the end mould set up the side form both sides with the side form cooperate, the side form outside be provided with the bracing piece, the bracing piece on be provided with locking structure.
In the above technical solution, preferably, the baffle module is connected to the side mold by screws.
In the above technical solution, preferably, the support rod is fixedly connected to the bottom die by means of screws or welding.
In the above technical scheme, preferably, an i-steel is arranged below the bottom die.
In the above technical solution, preferably, the receiving platform is provided with a connecting hole.
In the above technical scheme, preferably, the side mold and the bottom mold are connected and fixed through a connecting block.
In the above technical solution, preferably, a support column is disposed below the cantilever section.
In the above technical solution, preferably, the baffle module is provided with a reinforcing plate.
In the above technical scheme, preferably, the reinforcement cage is internally provided with reserved reinforcement holes.
Compared with the prior art, the utility model has the advantages of: the bottom die is welded and fixed with the I-shaped steel, stability is improved, the supporting rods are arranged on the outer sides of the side dies, and the locking structures are arranged on the supporting rods, so that the whole installation and the disassembly are convenient.
Drawings
Fig. 1 is a schematic view of a bottom die of the present invention;
fig. 2 is a schematic view of the installation process of the present invention 1;
fig. 3 is a schematic view of the installation process of the present invention 2;
fig. 4 is a schematic view of the installation process of the present invention 3;
fig. 5 is a schematic view of the installation process of the present invention 4;
fig. 6 is an overall schematic diagram of the present invention.
Detailed Description
The following description is presented to disclose the invention so as to enable any person skilled in the art to practice the invention. The preferred embodiments in the following description are given by way of example only, and other obvious variations will occur to those skilled in the art.
As shown in fig. 1 to 6, the utility model discloses a template of prefabricated bent cap, including die block 1, side form 2 and end mould 3, its characterized in that: die block 1 include central section 11, central section 11 outside and upwards extend and have cantilever section 12, central section 11 on be provided with bearing platform 13, die block 1 on set up steel reinforcement cage 14, steel reinforcement cage 14 with bearing platform 13 fixed connection, side form 2 install steel reinforcement cage 14 both sides, 2 upper end bilateral symmetry of side form be provided with trapezoidal face 21, 21 inboard hypotenuses of trapezoidal face be provided with baffle module 22, end mould 3 set up side form 2 both sides with side form 2 cooperate, 2 outsides of side form be provided with bracing piece 23, bracing piece 23 on be provided with locking structure 24.
When the formwork is used, firstly, the bottom formwork 1 is installed, the I-shaped steel 15 is fixedly welded below the bottom formwork 1, the reinforcement cage 14 is placed on the bottom formwork 1 after the whole body is placed flatly, the position is calibrated, the side formwork 2 is installed on the bottom formwork 1 through the connecting block 25, then the pull rod 27 is installed, the pull rod 27 is locked, and pouring is carried out after the stop block formwork 22 is installed. In the whole process, the cover beam is poured in a horizontal posture.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the principles of the present invention may be applied to any other embodiment without departing from the spirit and scope of the present invention.
Claims (9)
1. The utility model provides a template of prefabricated bent cap, includes die block, side form and end mould, its characterized in that: the die block include central section, the central section outwards and upwards extend and have the cantilever section, the central section on be provided with and accept the platform, the die block on set up the steel reinforcement cage, the steel reinforcement cage with accept platform fixed connection, the side form install steel reinforcement cage both sides, side form upper end bilateral symmetry be provided with trapezoidal face, trapezoidal face inboard hypotenuse be provided with the baffle module, the end mould set up the side form both sides with the side form cooperate, the side form outside be provided with the bracing piece, the bracing piece on be provided with locking structure.
2. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: the baffle plate module is connected with the side die through screws.
3. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: the support rod is fixedly connected with the bottom die through screws or welding and other modes.
4. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: i-shaped steel is arranged below the bottom die.
5. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: the bearing table is provided with a connecting hole.
6. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: the side die and the bottom die are fixedly connected through a connecting block.
7. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: and a support column is arranged below the cantilever section.
8. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: the baffle plate module is provided with a reinforcing plate.
9. A formwork for prefabricating a capping beam as claimed in claim 1, wherein: and a reserved reinforcing steel bar hole is formed in the reinforcing steel bar cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920938049.XU CN210458956U (en) | 2019-06-20 | 2019-06-20 | Template of prefabricated bent cap |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920938049.XU CN210458956U (en) | 2019-06-20 | 2019-06-20 | Template of prefabricated bent cap |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210458956U true CN210458956U (en) | 2020-05-05 |
Family
ID=70441347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920938049.XU Active CN210458956U (en) | 2019-06-20 | 2019-06-20 | Template of prefabricated bent cap |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210458956U (en) |
-
2019
- 2019-06-20 CN CN201920938049.XU patent/CN210458956U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101824800B (en) | Method for construction of bridge cast-in-situ pre-stressed concrete continuous beam | |
| CN109914244B (en) | Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof | |
| CN110965470A (en) | Main tower cross brace structure system capable of bearing three-way load and construction method | |
| CN102900024A (en) | Overturning die plate for large-scale concrete structure and using method for overturning die plate | |
| CN103469735B (en) | The mounting method of curve ultrahigh hollow column plate type pier top solid section template | |
| CN109338894A (en) | Mobile formwork pours width box girder construction method | |
| CN212358363U (en) | Suspended tower crane foundation | |
| CN210458956U (en) | Template of prefabricated bent cap | |
| CN216892017U (en) | Tie beam integral casting template in template connecting piece and lower stand | |
| CN207277211U (en) | Large steel pipe truss for bent cap cast-in-place construction | |
| CN211368420U (en) | Main tower lower beam bracing support system | |
| CN214459664U (en) | Floor-free pier column bent cap template dismounting device | |
| CN211850773U (en) | Outer wall scaffold even wall spare | |
| CN210177367U (en) | Weak support system suitable for installation of steel structure of high tower steel-concrete combined beam | |
| CN108755438B (en) | Y-shaped pier continuous beam construction pi-shaped support and installation construction method thereof | |
| CN210529735U (en) | Building steel structure platform base | |
| CN111705633A (en) | Construction device and construction method for offshore low-pier cantilever cast-in-place bent cap | |
| CN218813150U (en) | Prefabricated pier stud | |
| CN219527354U (en) | Pouring template system of oblique leg steel structure bridge | |
| CN214364939U (en) | Fastener type steel pipe lattice column supporting structure | |
| CN219887655U (en) | Reinforcing structure of steel structure sliding beam | |
| CN217204611U (en) | A skew shaped steel concrete bridge column node structure for becoming intensity beam column | |
| CN114607152B (en) | Construction method for adjusting column-net spacing of steel structure | |
| CN220978331U (en) | Beam column bearing structure with high strength bearing function | |
| CN212801237U (en) | A no bottom plate centre form support system for cable-stay bridge concrete girder |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Ningbo Dongxing asphalt products Co.,Ltd. Assignor: NINGBO MUNICIPAL ENGINEERING CONSTRUCTION GROUP Co.,Ltd. Contract record no.: X2023980052422 Denomination of utility model: A template for prefabricated cover beams Granted publication date: 20200505 License type: Common License Record date: 20231214 |
|
| EE01 | Entry into force of recordation of patent licensing contract |