CN203401587U - Box girder bottom die pedestal - Google Patents

Box girder bottom die pedestal Download PDF

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Publication number
CN203401587U
CN203401587U CN201320507147.0U CN201320507147U CN203401587U CN 203401587 U CN203401587 U CN 203401587U CN 201320507147 U CN201320507147 U CN 201320507147U CN 203401587 U CN203401587 U CN 203401587U
Authority
CN
China
Prior art keywords
steel
bottom die
concrete base
concrete
box 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
Application number
CN201320507147.0U
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Chinese (zh)
Inventor
魏振伟
王明明
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
HEFEI WANZHONG TRAFFIC ENGINEERING Co Ltd
Original Assignee
HEFEI WANZHONG TRAFFIC ENGINEERING Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by HEFEI WANZHONG TRAFFIC ENGINEERING Co Ltd filed Critical HEFEI WANZHONG TRAFFIC ENGINEERING Co Ltd
Priority to CN201320507147.0U priority Critical patent/CN203401587U/en
Application granted granted Critical
Publication of CN203401587U publication Critical patent/CN203401587U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a box girder bottom die pedestal. The box girder bottom die pedestal comprises a concrete base (1). A transverse steel channel (2) is arranged above the concrete base (1), longitudinal steel channels (4) are arranged above the transverse steel channel (2), and the upper ends of the longitudinal steel channels (4) are provided with a steel plate (5). The box girder bottom die pedestal is characterized in that a square hole (6) is formed in the concrete base (1), the transverse steel channel (2) is fixed on the concrete base (1) through an anchor bolt (3), the compression strength of the concrete in the concrete base (1) reaches the C30 standard, the area of the lower end with the two ends extending of the concrete base (1) is 1.2 times larger than that of the upper end of the concrete base (1), a preserved piece is arranged inside the concrete base (1), and the thickness of the steel plate (5) is 10mm. The box girder bottom die pedestal is easy to manufacture, convenient to mount and dismount, saving in material and capable of meeting the actual demand.

Description

A kind of bottom die of box-beam pedestal
Technical field
The utility model relates to the bottom die of box-beam pedestal that a kind of building field is used.
Background technology
In recent years, rapid growth along with national economy, the continuous quickening of ur-banization speed, box-beam tool kind for building field is more and more, is accompanied by the use of large box girder mould more and more frequent, to bottom die of box-beam pedestal, requires more and more higher, the making quality of bed die pedestal, directly have influence on shape and the instructions for use of beam, because bed die pedestal needs field fabrication, especially to landform, require comparatively strict.
Utility model content
In order to meet above-mentioned specification requirement, that the utility model provides is easy to make, be easy to a kind of bottom die of box-beam pedestal of installing, saving material, satisfy the demand.
In order to achieve the above object, the utility model is realized by following scheme, a kind of bottom die of box-beam pedestal, comprise: concrete pad, concrete pad top is equipped with translot steel, pod steel is arranged in translot steel top, pod steel upper end is equipped with steel plate, it is characterized in that: described concrete pad is provided with square hole, described translot steel adopts crab-bolt that translot steel is fixed on concrete pad, concrete crushing strength in described concrete pad is C30 standard, area two ends, concrete pad lower end extend to 1.2 times of upper end areas and are built-in with reservation member, described steel plate thickness is 10mm.
The utility model can be found out in sum, the concrete crushing strength of concrete pad will reach C30 standard, concrete pad is provided with square hole, both facilitated translot steel to install, can save many concrete materials again, before concrete pad is built in advance at embedded set reservation member, can utilize very easily crab-bolt translot steel to be fixed on the reservation member of concrete pad, reach the fixedly object of translot steel, being staggered of translot steel and pod steel adds that the increase of bottom concrete lifting surface area can very evenly bear the local pressure degree of precast beam, it is 10mm that steel plate adopts thickness, can meet the gravitational load of end template and precast beam.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation.
Wherein: 1, concrete pad; 2, translot steel; 3, crab-bolt; 4, pod steel; 5, steel plate; 6, square hole.
The specific embodiment
As shown in the figure, a kind of bottom die of box-beam pedestal, comprise concrete pad 1, concrete pad 1 top is equipped with translot steel 2, pod steel 4 is arranged in translot steel 2 tops, pod steel 4 upper ends are equipped with steel plate 5, it is characterized in that: described concrete pad 1 is provided with square hole 6, described translot steel 2 adopts crab-bolt 3 that translot steel 2 is fixed on concrete pad 1, concrete crushing strength in described concrete pad 1 is C30 standard, concrete pad 1 area two ends, lower end extend to 1.2 times of upper end areas and are built-in with reservation member, described steel plate 5 thickness 10mm.
The utility model is to implement like this, carry out successively following operation: will need the place of precast beam tentatively to even out, use concrete mold that concrete setting is shaped, translot steel 2 is installed on concrete pad 1, use crab-bolt 3 to be fixed on the built-in reservation member of concrete pad 1 through translot steel 2, by pod steel 4 be vertically positioned on translot steel 2 fixing after, steel plate 5 tilings are fixed on pod steel 4.
By above embodiment, can find out, the utlity model has Stability Analysis of Structures, be easy to install the feature of making, saving material.
Above embodiment is only in order to illustrate the utility model and the described technical scheme of unrestricted the utility model; Therefore, although this description has been described in detail the utility model with reference to each above-mentioned embodiment,, those of ordinary skill in the art should be appreciated that still and can modify or be equal to replacement the utility model; And all do not depart from technical scheme and the improvement thereof of spirit and scope of the present utility model, all should be encompassed in claim scope of the present utility model.

Claims (3)

1. a bottom die of box-beam pedestal, comprise: concrete pad (1), concrete pad (1) top is equipped with translot steel (2), pod steel (4) is arranged in translot steel (2) top, pod steel (4) upper end is equipped with steel plate (5), it is characterized in that: described concrete pad (1) is provided with square hole (6), described translot steel (2) adopts crab-bolt (3) that translot steel (2) is fixed on concrete pad (1).
2. a kind of bottom die of box-beam pedestal according to claim 1, is characterized in that: the concrete crushing strength in described concrete pad (1) is C30 standard, and area two ends, concrete pad (1) lower end extend to 1.2 times of upper end areas and are built-in with reservation member.
3. a kind of bottom die of box-beam pedestal according to claim 1, is characterized in that: described steel plate (5) thickness is 10mm.
CN201320507147.0U 2013-08-20 2013-08-20 Box girder bottom die pedestal Expired - Fee Related CN203401587U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201320507147.0U CN203401587U (en) 2013-08-20 2013-08-20 Box girder bottom die pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201320507147.0U CN203401587U (en) 2013-08-20 2013-08-20 Box girder bottom die pedestal

Publications (1)

Publication Number Publication Date
CN203401587U true CN203401587U (en) 2014-01-22

Family

ID=49937532

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201320507147.0U Expired - Fee Related CN203401587U (en) 2013-08-20 2013-08-20 Box girder bottom die pedestal

Country Status (1)

Country Link
CN (1) CN203401587U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110421685A (en) * 2019-07-25 2019-11-08 德睿盛兴(大连)装配式建筑科技有限公司 A kind of concrete prefabricated element entirety bed die

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110421685A (en) * 2019-07-25 2019-11-08 德睿盛兴(大连)装配式建筑科技有限公司 A kind of concrete prefabricated element entirety bed die
CN110421685B (en) * 2019-07-25 2021-10-19 德睿盛兴(大连)装配式建筑科技有限公司 Whole die block of concrete prefabricated component

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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: 20140122

Termination date: 20160820

CF01 Termination of patent right due to non-payment of annual fee