CN216663848U - Supporting structure of capping beam external suspension bottom die - Google Patents
Supporting structure of capping beam external suspension bottom die Download PDFInfo
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- CN216663848U CN216663848U CN202123349211.0U CN202123349211U CN216663848U CN 216663848 U CN216663848 U CN 216663848U CN 202123349211 U CN202123349211 U CN 202123349211U CN 216663848 U CN216663848 U CN 216663848U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
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Abstract
The application discloses bearing structure of die block hangs outward of bent cap for the die block to bent cap portion of hanging outward supports, includes: the upper support is a longitudinal zigzag plate-shaped structure and comprises a horizontal support and a diagonal support which are jointed along the longitudinal direction; the lower support is of a longitudinal straight plate-shaped structure, is parallel to the horizontal support and is connected with the lower edge of the inclined support; the inner support is vertically arranged between the upper end of the inclined strut and the lower support; and the outer support is vertically arranged between the horizontal support and the lower support. The main structure of this application only goes up support, under bracing, interior support and outer support, through the connected mode of rationally setting up each component, need not add in bearing structure and establish too much diagonal brace for this bearing structure's bearing capacity satisfies construction project's requirement.
Description
Technical Field
The application relates to a bridge construction support, in particular to a supporting structure of a cover beam outer suspension bottom die.
Background
In the environment of delta alluvial plains, due to the fact that long-term human activities are active, the fishponds, the rivers and the cultivated lands dug manually are widely distributed, the residences and the municipal administration are densely arranged, and if bridge construction is carried out on the site, higher requirements are put forward for organization planning of construction. In order to reduce the influence on the existing facilities on the ground as much as possible, the cylindrical pier capping beams are taken as the supporting structures of the main beams, three or four cylindrical piers are arranged on each cylindrical pier capping beam, but according to the analysis of the worst situation, the maximum distance between the cylindrical piers in the project is the design situation of the bracket of the worst capping beam, so that the construction brackets suitable for all the capping beams in the project are required to be arranged according to the design situation of the bracket of the worst capping beam.
SUMMERY OF THE UTILITY MODEL
The purpose of this application is, adapt to the above-mentioned problem that proposes, provide a bearing structure of bent cap outer suspended bottom die of adaptation cylinder mound bent cap.
In order to achieve the technical purpose, the technical scheme adopted by the application is as follows:
a support structure for a capping beam overhanging bottom die for supporting the bottom die of a capping beam overhanging portion, comprising:
the upper support is a longitudinal zigzag plate-shaped structure and comprises a horizontal support and a diagonal support which are jointed along the longitudinal direction;
the lower support is of a longitudinal straight plate-shaped structure, is parallel to the horizontal support and is connected with the lower edge of the inclined support;
the inner support is vertically arranged between the upper end of the inclined support and the lower support;
and the outer support is vertically arranged between the horizontal support and the lower support.
Specifically, the inclination of the inclined strut is matched with the bottom die.
Optionally, the upper support or the lower support has a longitudinal length of 1/2-2/3 of the bottom die.
Alternatively, the upper support and/or the lower support may be made of one plate-shaped steel material in the longitudinal direction, or may be formed by splicing a plurality of plate-shaped steel materials.
Preferably, the inner and outer supports are respectively disposed at a predetermined interval in the longitudinal direction.
Furthermore, a first connecting angle between the inner support and the horizontal support, a second connecting angle between the inner support and the lower support, and a third connecting angle between the outer support and the lower support are respectively reinforced by a connecting rod which is long in the longitudinal direction.
Furthermore, the supporting structure also comprises pier brackets respectively arranged on the cylindrical piers of the cylindrical pier capping beam, a bearing beam erected on the pier brackets along the transverse bridge direction, a distribution beam vertically erected on the bearing beam, and a jack abutted between the pier brackets and the bearing beam; the distribution beam abuts the lower support.
Preferably, a frame falling device is arranged between the pier bracket and the bearing beam.
Specifically, the falling frame equipment comprises a combined falling frame wedge block and a steel cushion block arranged on the top of the combined falling frame wedge block.
Compared with the prior art, the method has the following advantages:
(1) according to the support structure of the outer suspended bottom die of the bent cap, the lengthwise triangular frame-shaped outer suspended support structure is used, and compared with the existing pull rod-shaped bottom die support structure, the bearing capacity of the support structure is improved;
(2) the utility model provides a bearing structure of die block is hung outward to bent cap, major structure only go up support, under bracing, interior support and outer support, through the connected mode of reasonable each component that sets up, need not add in bearing structure and establish too much diagonal brace for this bearing structure's bearing capacity satisfies construction project's requirement.
Drawings
Fig. 1 is a cylindrical pier capping beam to which the present application is applied, and illustrates a support structure other than a tripod structure.
Fig. 2 is a schematic structural view of a cross section of a tripod in the support structure of the capping beam outer suspended bottom die of the present application.
Detailed Description
The present application is described in further detail below with reference to the attached drawings and the detailed description.
As shown in fig. 1, the embodiment of the present application is applied to a cap beam 1 for a cylindrical pier, the cap beam 1 for a cylindrical pier includes a cap beam 13 having an inverted trapezoidal shape, and a cylindrical pier 11 supported below the cap beam 13 in a transverse bridge direction, and the supported cylindrical piers 11 are arranged in three or four in combination with a span width of the cap beam 13. The cylindrical pier 11 is cast in sections according to the existing method, and the capping beam 13 is erected on the cylindrical pier 11 by a pin rod method to construct the construction support structure 2 for cast-in-place.
With reference to fig. 1 and 2, the support structure 2 of the capping beam overhanging bottom die 12 of the present application is described in connection with a construction process.
And mounting pier brackets 21 on the constructed cylindrical piers 11. Pier bracket 21 is fixed with cylinder mound 11 through the steel pin stick, and the position that the steel pin stick was inserted needs to reserve the insert hole way through the built-in fitting that sets up in cylinder mound 11 inside, sets up according to the position of the spandrel girder 23 of follow-up installation pier bracket 21, specifically, sets up a pair of pier bracket 21 on every cylinder mound 11, and every pair of pier bracket 21 distributes to both sides along the horizontal bridge, and every pair of pier bracket 21 is fixed in following the direction of the bridge promptly for pier bracket 21 of the same one side of cylinder mound 11 can support a spandrel girder 23 jointly.
The bearing beam 23 is used as a main bearing structure of the capping beam construction and is supported by the pier corbels 21 on the cylindrical pier 11, specifically, the bearing beam 23 is arranged on two sides of the cylindrical pier 11 along the transverse bridge direction, and a stable frame structure is formed by connecting rods arranged at intervals. The two ends of the load beam 23 should extend beyond a part of the casting area of the bent cap 13 so as to be used as an operation platform.
And a frame falling device 22 is arranged between the bearing beam 23 and the pier bracket 21 and is used for falling the capping beam template. The drop frame equipment 22 comprises a combined drop frame wedge block, a steel cushion block arranged at the top of the combined drop frame wedge block and a jack 25 abutted between the pier bracket 21 and the bearing beam 23. The combined type falling wedge block comprises a pair of bases with adjustable intervals and cover plates placed on the bases, the cover plates and the bases are abutted by downward inclined surfaces, and when the intervals of the bases are increased, the cover plates slide downwards along the inclined surfaces, so that the falling process is realized. The steel cushion block is formed by welding profile steel and a thick steel plate into a whole. After the bracket is installed, the combined falling frame wedge block is placed in place, the combined falling frame wedge block is ensured to be located in the center position of the distance between the pin rod holes of the pier bracket 21, a constructor calculates the height of the top of the combined falling frame wedge block according to the design height of the bottom die system of the cover beam 13, and a settlement value with the height of 1.5cn is reserved. After the combined falling frame wedge block is installed, the combined falling frame wedge block and the top surface of the pier bracket 21 are limited and fixed, so that the transverse movement is avoided, and optionally, the combined falling frame wedge block and the pier bracket 21 are fixed in a spot welding mode. The jack 25 is used for adjusting the inclination angle of the bearing beam 23 so as to conform to the preset transverse gradient of the bent cap bottom die 12, and can be adjusted after the bent cap 13 template is installed, or can be used for pre-adjusting the bearing beam 23 before the bent cap 13 template is installed in place. After the installation of the combined falling frame wedge block is completed and the jack 25 adjusts the elevation of the bearing beam 23 to the right position, the steel cushion block is padded at the position, close to the cylindrical pier 11, of the top of the combined falling frame wedge block so as to fix the adjusted elevation.
A distribution beam 24 is erected on the top of the bearing beam 23. The distribution beams 24 are erected perpendicular to the bearing beams 23, the distribution beams 24 are uniformly arranged on the bearing beams 23, and two ends of the distribution beams 24 exceed a part of the pouring range of the bent cap 13 so as to be used as an operation platform for construction of the bent cap 13. When the distribution beam 24 and the part of the bearing beam 23 beyond the template of the capping beam 13 are used as an operation platform, safety facilities such as guardrails, safety nets, pedals and the like should be arranged.
And a pouring template of the cover beam 13 is arranged on the distribution beam 24. The template of pouring of bent cap 13 divide into die block 12 and side form according to the position, and wherein, in this embodiment, the handing-over position that die block 12 is close to the side form sets up for overhanging, has set up the tripod 26 that belongs to the bearing structure 2 of the bent cap overhanging die block of this application for this reason, tripod 26 is right trapezoid's lengthwise support component for the cross section, along supporting in the same direction as the bridge to the overhanging part that leans on at die block 12, including last support 261, under support 262, interior support 263 and outer support 264. The side close to the bottom mold 12 is defined as the inner side, and the side far from the bottom mold 12 is defined as the outer side.
The upper support 261 is made of a longitudinally bent plate-shaped steel material, and is bent to form a horizontal support 2611 and an inclined support 2612, the bending line is parallel to the longitudinal axis of the plate-shaped steel material, so that the horizontal support 2611 and the inclined support 2612 are connected along the longitudinal direction, the inclined support 2612 is used for abutting against the panel of the bottom die 12, and therefore the inclination angle of the inclined support 2612 is matched with the panel of the bottom die 12. The horizontal support 2611 protrudes a part relative to the bottom die 12 in the transverse direction, so that the compactness of splicing the templates in a side-covered bottom mode is realized, and the flatness of the appearance of concrete is improved. The lower support 262 is made of a longitudinal straight plate-shaped steel material, is parallel to the horizontal support 2611, and is directly placed on the distribution beam 24. The inner edge of the lower supporter 262 is connected with the lower edge of the inclined strut 2612, whereby the upper supporter 261 and the lower supporter 262 constitute a main shaping part of the tripod 26. The longitudinal length of the upper support 261 and the lower support 262 limits the longitudinal length of the tripod 26, and the longitudinal length of the tripod 26 is 1/2-2/3 of the bridge length of the bent cap bottom die 12 so as to provide a sufficient support surface for the bottom die 12. The upper support 261 and the lower support 262 may be made of a plate-shaped steel material, respectively, so that the integrity of the load-bearing part is maintained, but when the size of the steel material to be manufactured is limited, it is also sufficient that the upper support 261 and the lower support 262 are formed by splicing a plurality of plate-shaped steel materials, but it should be noted that the splicing position should be parallel to the compression direction, that is, the upper support 261 and the lower support 262 bear the pressure from the inner side and downwards, the component of the pressure is horizontally outwards and vertically downwards, and then the splicing line of the upper support 261 and the lower support 262 should be horizontally outwards, and the splicing line can also be understood to be distributed along the transverse bridge direction.
The inner support 263 and the outer support 264 are made of steel materials in a column shape or a short plate shape. Wherein the inner support 263 is vertically disposed between the upper end of the inclined support 2612 and the lower support 262, the upper end of the inclined support 2612 can also be understood as the position where the inclined support 2612 is engaged with the horizontal support 2611, or the bending line of the upper support 261. The outer support 264 is vertically disposed between the horizontal support 2611 and the lower support 262, preferably at the outer side edges of the horizontal support 2611 or the lower support 262, whereby the upper support 261, the lower support 262 and the outer support 264 form a closed frame structure in cross section, and the inner support 263, the inclined support 2612 and the lower support 262 form a closed triangular structure in cross section. The inner supports 263 and the outer supports 264 are arranged at a predetermined interval in a longitudinal direction, respectively, and the inner supports 263 and the outer supports 264 are arranged in parallel on the same cross section or are arranged in a staggered manner on adjacent cross sections. Further, a first connecting angle 265a is formed between the inner support 263 and the horizontal support 2611, a second connecting angle 265b is formed between the inner support 263 and the lower support 262, a third connecting angle 265c is formed between the outer support 264 and the lower support 262, and the first connecting angle 265a, the second connecting angle 265b and the third connecting angle 265c are all right angles.
To sum up, the supporting structure of bent cap outer overhang die block of this application for the die block to bent cap outer overhang part supports, includes: the upper support is a longitudinal zigzag plate-shaped structure and comprises a horizontal support and a diagonal support which are jointed along the longitudinal direction; the lower support is of a longitudinal straight plate-shaped structure, is parallel to the horizontal support and is connected with the lower edge of the inclined support; the inner support is vertically arranged between the upper end of the inclined support and the lower support; and the outer support is vertically arranged between the horizontal support and the lower support. The main structure of this application only goes up support, under bracing, interior support and outer support, through the connected mode of rationally setting up each component, need not add in bearing structure and establish too much diagonal brace for this bearing structure's bearing capacity satisfies construction project's requirement.
The above embodiments are only preferred embodiments of the present application, but not limited to the above embodiments, and any other changes, modifications, substitutions, combinations, and simplifications which do not depart from the spirit and principle of the present application should be construed as equivalents and are included in the scope of the present application.
Claims (9)
1. The utility model provides a supporting structure of bent cap overhanging bottom die for support the bottom die of bent cap overhanging part, its characterized in that includes:
the upper support is a longitudinal zigzag plate-shaped structure and comprises a horizontal support and a diagonal support which are jointed along the longitudinal direction;
the lower support is of a longitudinal straight plate-shaped structure, is parallel to the horizontal support and is connected with the lower edge of the inclined support;
the inner support is vertically arranged between the upper end of the inclined support and the lower support;
and the outer support is vertically arranged between the horizontal support and the lower support.
2. The structure of claim 1, wherein the diagonal braces are sloped to match the bottom mold.
3. The structure of claim 1, wherein the upper support or the lower support has a longitudinal length of 1/2-2/3 of the bottom mold.
4. The structure of claim 1, wherein the upper support and/or the lower support is made of one sheet of plate-shaped steel material in a longitudinal direction, or is formed by splicing a plurality of sheets of plate-shaped steel material.
5. The structure of claim 1, wherein said inner and outer supports are respectively disposed at predetermined intervals in said longitudinal direction.
6. The structure of claim 1, wherein a first connecting angle between the inner support and the horizontal brace, a second connecting angle between the inner support and the lower brace, and a third connecting angle between the outer support and the lower brace are reinforced with connecting rods elongated lengthwise, respectively.
7. The structure according to claim 1, characterized in that the support structure further comprises pier corbels respectively arranged on the cylindrical piers of the cylindrical pier capping beam 1, a bearing beam erected on the pier corbels in the transverse bridge direction and a distribution beam erected vertically on the bearing beam, jacks abutted between the pier corbels and the bearing beam; the distribution beam abuts the lower support.
8. A structure as claimed in claim 7, wherein a drop frame device is provided between the pier corbels and the load bearing beams.
9. The structure of claim 8, wherein the drop frame equipment comprises a combination drop frame wedge, a steel pad disposed on top of the combination drop frame wedge.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123349211.0U CN216663848U (en) | 2021-12-27 | 2021-12-27 | Supporting structure of capping beam external suspension bottom die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123349211.0U CN216663848U (en) | 2021-12-27 | 2021-12-27 | Supporting structure of capping beam external suspension bottom die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216663848U true CN216663848U (en) | 2022-06-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123349211.0U Active CN216663848U (en) | 2021-12-27 | 2021-12-27 | Supporting structure of capping beam external suspension bottom die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216663848U (en) |
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2021
- 2021-12-27 CN CN202123349211.0U patent/CN216663848U/en active Active
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