CN214832449U - Sluice seam mound framed bent founds mould integrated configuration - Google Patents
Sluice seam mound framed bent founds mould integrated configuration Download PDFInfo
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- CN214832449U CN214832449U CN202120620206.XU CN202120620206U CN214832449U CN 214832449 U CN214832449 U CN 214832449U CN 202120620206 U CN202120620206 U CN 202120620206U CN 214832449 U CN214832449 U CN 214832449U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 241000357293 Leptobrama muelleri Species 0.000 claims abstract description 30
- 239000006260 foam Substances 0.000 claims description 36
- 239000002131 composite material Substances 0.000 claims description 21
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 claims description 13
- 230000002093 peripheral effect Effects 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 28
- 238000003466 welding Methods 0.000 abstract description 4
- 239000012634 fragment Substances 0.000 abstract 4
- 238000000034 method Methods 0.000 description 6
- 239000010426 asphalt Substances 0.000 description 5
- 238000005491 wire drawing Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 230000008719 thickening Effects 0.000 description 1
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Abstract
The utility model discloses a sluice seam mound framed bent founds mould integrated configuration belongs to seam mound framed bent construction technical field. This structure includes the rectangular frame who encloses by a plurality of template panels, the steel back is stupefied, the steel purlin, the obturator cystosepiment integrated configuration, the fossil fragments that lives and draw the structure to one side all around, the stupefied even enclosing of steel back is established in the rectangular frame outside, the steel purlin that encloses is established in the stupefied outside of steel back, adjacent template panel and the stupefied clearance that is used for inserting the obturator cystosepiment integrated configuration that establishes that all leave of steel back that lie in structure seam department, the welding has the fossil fragments that lives that are used for fastening obturator cystosepiment integrated configuration on the steel purlin, the fossil fragments that lives are located structure seam department, obturator cystosepiment integrated configuration passes through the fossil fragments fastening of living on stupefied and steel purlin of steel back, draw the structure to one side all around and set up the four corners at the steel purlin, the utility model discloses resistance to deformation can be good, the durability is good, the great seam mound framed bent construction time that has shortened.
Description
Technical Field
The utility model relates to a seam mound framed bent construction technical field specifically is a sluice seam mound framed bent founds mould integrated configuration.
Background
In the sluice engineering construction, the seam pier needs to be arranged in a pouring mode. The middle position of two adjacent seam piers is a structural seam, and the bent frame above the seam piers is used as the extension of the structural seam of the seam piers and plays a very important role. In the prior art, two construction modes are generally adopted, one of which is that the split pier bent frame single body vertical mold is cast, a shaped steel template or a customized blockboard is adopted, I-shaped steel or short frame pipe surrounding purlin, a dovetail clip, a U-shaped clip or a screw and a split bolt external split technology are adopted for construction, the cast construction time of the split pier bent frame single body vertical mold is longer, only aiming at the split piers with the bent frame structure slit larger than or equal to 10cm, the other one is that an asphalt fir board is added in the middle of the split pier bent frame to reinforce one-time cast, the split pier bent frame single body vertical mold is suitable for being cast by the shaped steel template or the customized blockboard with the bent frame structure slit smaller than 10cm, the I-shaped steel or short frame pipe surrounding purlin, the dovetail clip, the U-shaped clip or the screw and the split bolt external split technology are adopted, a asphalt sweater board is arranged at the structural slit to be used as an expansion joint for construction, the construction process is adopted, the asphalt board deforms greatly after the construction, and influences the bent frame structure, and the shirt board is fixed and poured by penetrating the asphalt shirt board into the drawing screw, and the double rows of frames are combined into a whole for drawing, so that the effect of structural joints cannot be achieved, the cost is high, and the construction time is long.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an in seam mound framed bent construction, can the dismouting and the repeated sluice that uses seam mound framed bent founds the mould integrated configuration, effectively solve the deformation and the appearance quality problem of concrete structure seam, reduce the input cost of sporadic material in the reinforcement of conventional template, optimize template construction process to last high-efficient saving time limit for a project, improve the engineering progress.
In order to achieve the above object, the utility model provides a following technical scheme:
a sluice seam pier bent frame vertical mold combined structure comprises a rectangular frame, a steel back ridge, a steel purlin, a closed-cell foam board combined structure, a movable keel and a peripheral diagonal pulling structure, wherein the rectangular frame is formed by surrounding a plurality of template panels;
the steel back ridges are uniformly arranged on the outer sides of the rectangular frames in an enclosing manner, and the steel purlins are arranged on the outer sides of the steel back ridges in an enclosing manner;
gaps for inserting the closed-cell foam plate composite structure are reserved in the adjacent template panels and the steel back ridges at the center positions of the long edges of the rectangular frames (namely the structural seams);
the movable keel for fastening the closed-cell foam board composite structure is welded on the steel purlin, the movable keel is positioned at the center of the rectangular frame, and the closed-cell foam board composite structure is fastened on the steel back ridge and the steel purlin through the movable keel;
the peripheral oblique-pulling structures are arranged at four corners of the steel purlin.
As a further aspect of the present invention: the inclined-pulling structure all around includes steel backing plate, anticreep nut, inclined plane split backup pad and to the wire drawing, the equal symmetrical welding in both sides of every angle of steel enclosing purlin has the inclined plane split backup pad, insert the four corners of establishing at steel enclosing purlin through the inclined plane split backup pad to the wire drawing, inclined plane split backup pad one side has set gradually the cover and has established steel backing plate and the anticreep nut to the wire drawing on, the anticreep nut with to the wire drawing threaded connection.
As a further aspect of the present invention: the closed-cell foam board combined structure comprises dense-mesh steel wire meshes and closed-cell foam boards, wherein the dense-mesh steel wire meshes are arranged on two sides of each closed-cell foam board.
As a further aspect of the present invention: the inclined plane split supporting plate is L-shaped thickened angle steel, the diameter of an opening corresponding to the drawn wire on the inclined plane split supporting plate is 18mm, and the diameter of the drawn wire is 16 mm.
As a further aspect of the present invention: and the steel back edges and the steel purlins are processed by channel steel.
As a further aspect of the present invention: the template panel is processed by steel plates, and the frame of the rectangular frame is welded by angle steel.
As a further aspect of the present invention: the template panel is provided with 6.
Compared with the prior art, the beneficial effects of the utility model are that:
1. by arranging the movable keel, the closed-cell foam plate composite structure is convenient and quick to install, and the construction efficiency is improved;
2. the formwork panel, the steel back ridge, the steel purlin, the movable keel and the inclined plane split supporting plate are processed and welded into a whole, so that a steel frame pipe and a channel steel purlin in the traditional construction are replaced, and the stability of the whole structure is improved;
3. the inclined plane counter-pulling support plate is designed into L-shaped thickened angle steel, the diameter of a corresponding counter-pulling hole is 18mm, the diameter of a corresponding counter-pulling hole is 16mm, holes are not formed in a template panel, and the appearance quality of the surface of the formed concrete is guaranteed;
4. the bent frame template is reinforced by utilizing the closed-cell foam plate composite structure and the peripheral diagonal draw structure, the problem that the structural joint and the template are difficult to reinforce in the integral construction of the bent frame is solved, and in the concrete construction of gate pier bent frames, upright columns and the like, the bent frame integral construction vertical mold reinforcing composite structure also effectively overcomes the defects of large deformation and poor durability of asphalt skirt boards or foam boards in the traditional construction process, and simultaneously the appearance surface of the concrete is superior to that of the traditional construction process;
to sum up, the utility model discloses the resistance to deformation performance is good, and the durability is good, great shortening seam mound framed bent engineering time.
Drawings
FIG. 1 is a top sectional view of a water gate gap pier bent frame vertical mold combined structure;
FIG. 2 is a structural diagram of a peripheral diagonal pulling structure of a water gate gap pier bent frame vertical mold combined structure;
FIG. 3 is a structural view of a closed-cell foam board combined structure of a water gate gap pier bent frame vertical mold combined structure;
FIG. 4 is a front view of a water gate gap pier bent frame vertical mold combined structure;
fig. 5 is a side view of a water gate seam pier bent frame vertical mold combined structure.
In the figure: 1. a template panel; 2. steel back corrugation; 3. a steel backing plate; 4. an anti-drop nut; 5. steel purlin; 6. a closed cell foam board composite structure; 61. dense mesh steel wire mesh; 62. a closed cell foam board; 7. a movable keel; 8. the inclined plane oppositely pulls the supporting plate; 9. and (4) drawing wires.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example 1
Referring to fig. 1-5, the embodiment provides a water gate seam pier bent frame vertical mold combined structure, which includes a rectangular frame surrounded by a plurality of template panels 1, a steel back ridge 2, a steel purlin 5, a closed-cell foam board combined structure 6, a movable keel 7 and a peripheral diagonal pulling structure, wherein the steel back ridge 2, the steel purlin 5 and the movable keel 7 are all processed by channel steel, the template panels are processed by steel plates, the rectangular frame is formed by welding 6 template panels 1, and the frame of the rectangular frame is welded by angle steel;
the steel back edges 2 are uniformly arranged on the outer sides of the rectangular frames in an enclosing mode, and the steel purlins 5 are arranged on the outer sides of the steel back edges 2 in an enclosing mode;
gaps for inserting the closed-cell foam plate composite structure 6 are reserved in the adjacent template panels 1 and the adjacent steel back edges 2 at the center positions (namely structural seams) of the long sides of the rectangular frame;
with reference to fig. 1, 4 and 5, the steel back ridge 2 is welded on the formwork panel 1 to enhance the supporting strength of the bent vertical formwork, and the steel purlin 5 is welded on the steel back ridge 2 to connect the formwork panel 1 and the steel back ridge 2 at two sides of the structural seam;
the steel purlin 5 is welded with a movable keel 7 for fastening a closed-cell foam board composite structure, the movable keel 7 is located in the existing mature technology and is not described again, the movable keel 7 is located at the center of a rectangular frame (namely a structural seam), and in combination with the drawings of fig. 1 and fig. 4, a closed-cell foam board composite structure 6 is fastened on a steel back ridge 2 and the steel purlin 5 through the movable keel 7, the closed-cell foam board composite structure 6 is just inserted in a gap reserved between a formwork panel 1 and the steel back ridge 2, in combination with the drawing of fig. 3, the closed-cell foam board composite structure 6 comprises a dense-mesh steel wire mesh 61 and a closed-cell foam board 62, and the dense-mesh steel wire mesh steel mesh 61 is arranged on two sides of the closed-cell foam board 62;
the oblique-pulling structure all around sets up in the four corners of steel purlin 5, combines fig. 1, fig. 2, fig. 4, fig. 5 to show, and the oblique-pulling structure all around includes steel backing plate 3, anticreep nut 4, inclined plane split backup pad 8 and split 9, and the equal symmetrical welding in both sides at every angle of steel purlin 5 has inclined plane split backup pad 8, and inclined plane split backup pad 8 is L type thickening angle steel, insert the four corners of establishing at steel purlin 5 through inclined plane split backup pad 8 to pull 9, and the inclined plane split diameter that corresponds with split 9 on the backup pad 8 is 18mm, and split 9 diameter is 16mm, and inclined plane split backup pad 8 one side has set gradually the steel backing plate 3 and the anticreep nut 4 of cover on split 9, and anticreep nut 4 and split 9 threaded connection.
The utility model discloses construction method as follows:
1. according to the design drawing, it is right the seam mound framed bent steel form is processed the preparation, and the template panel adopts S =4mm steel sheet, and the frame adopts 80 angle steel, and stupefied 2 of steel backing and steel enclose purlin 5 and adopt 80# channel-section steel, and the keel structure that lives adopts 160# channel-section steel, and anticreep nut 4, the steel backing plate 3 in the structure of drawing to one side all around and to the synchronous processing completion of drawing 9.
2. According to the section size of the designed bent frame, the closed-cell foam board composite structure 6 is processed and manufactured, if the width of the bent frame of the seam pier is 0.6m and the width of the structural seam is 3cm, the widths of the closed-cell foam boards 62 and the closed-mesh steel wire meshes 61 in the closed-cell foam board composite structure 6 are 0.7m, the closed-mesh steel wire meshes and the closed-cell foam boards are bonded into a whole by engineering glue, and the requirement on the width of the bent frame of the seam pier is met.
3. And correspondingly assembling the manufactured and molded templates layer by layer according to an assembling drawing, and inserting and combining the drawn wires 9, the steel base plate 3 and the anti-falling screw cap 4 after assembling of each layer is finished, but not fastening.
4. After the template is assembled by one layer, the closed-cell foam board composite structure 6 on the upright post is installed, and the edge of the closed-cell foam board composite structure 6 is ensured to be installed in the steel back ridge 2 and the steel purlin 5 through the movable keel 7.
5. And after the assembling of the stand column template is completed, checking the stand column template for drawn wires, a steel base plate and the anti-falling screw cap, and fastening the anti-falling screw cap.
6. And (3) installing a formwork of the bottom plane of the bent frame beam, and installing a beam closed-cell foam plate composite structure 6.
7. And correspondingly assembling the beam templates block by block according to an assembling drawing, inserting the drawn wires 9, the steel base plate 3 and the anti-falling screw cap 4, and combining and fastening.
8. And after fastening, entering a conventional template for construction, and performing perpendicularity correction on the bent frame template by using a chain block, a chain block and the like.
9. And carrying out concrete pouring construction after the correction is finished.
10. And (5) finishing the concrete construction, and performing demoulding construction from top to bottom after the demoulding condition is reached.
11. After demolding construction is completed, cutting off the exposed closed-cell foam plate composite structure;
12. and (5) finishing the working procedure construction, and entering the next working procedure construction.
It should be noted that the above embodiments are only specific and clear descriptions of technical solutions and technical features of the present application. However, to those skilled in the art, aspects or features that are part of the prior art or common general knowledge are not described in detail in the above embodiments.
In addition, the technical solutions of the present application are not limited to the above-described embodiments, and those skilled in the art should take the description as a whole, and the technical solutions in the embodiments may be appropriately combined, so that other embodiments that can be understood by those skilled in the art may be formed.
Claims (7)
1. A water gate seam pier bent frame vertical mold combined structure is characterized by comprising a rectangular frame, a steel back ridge (2), a steel purlin (5), a closed-cell foam plate combined structure (6), a movable keel (7) and a peripheral diagonal-pulling structure, wherein the rectangular frame is formed by surrounding a plurality of template panels (1);
the steel back edges (2) are uniformly arranged on the outer sides of the rectangular frames in an enclosing mode, and the steel purlins (5) are arranged on the outer sides of the steel back edges (2) in an enclosing mode;
gaps for inserting the closed-cell foam plate composite structure (6) are reserved in the adjacent template panels (1) and the adjacent steel back edges (2) at the center positions of the long edges of the rectangular frames;
the steel purlin (5) is welded with a movable keel (7) for fastening a closed-cell foam board composite structure, the movable keel (7) is positioned at the center of the rectangular frame, and the closed-cell foam board composite structure (6) is fastened on the steel back edge (2) and the steel purlin (5) through the movable keel (7);
the peripheral diagonal pulling structures are arranged at four corners of the steel purlin (5).
2. The water gate seam pier bent vertical die combined structure is characterized in that the peripheral diagonal pulling structure comprises a steel base plate (3), anti-falling nuts (4), inclined plane diagonal pulling supporting plates (8) and diagonal pulling wires (9), the inclined plane diagonal pulling supporting plates (8) are symmetrically welded on two sides of each angle of the steel enclosing purlin (5), the diagonal pulling supporting plates (8) are inserted into four corners of the steel enclosing purlin (5) through the inclined plane diagonal pulling supporting plates (8) for the diagonal pulling wires (9), the steel base plate (3) and the anti-falling nuts (4) sleeved on the diagonal pulling supporting plates (9) are sequentially arranged on one side of each inclined plane diagonal pulling supporting plate (8), and the anti-falling nuts (4) are in threaded connection with the diagonal pulling wires (9).
3. A water gate gap pier bent frame vertical mould combined structure as claimed in claim 1, wherein the closed cell foam plate combined structure (6) comprises a dense mesh steel wire net (61) and a closed cell foam plate (62), and the dense mesh steel wire net (61) is arranged on two sides of the closed cell foam plate (62).
4. The water gate gap pier bent vertical die combination structure is characterized in that the inclined plane split support plate (8) is L-shaped thickened angle steel, the diameter of an opening in the inclined plane split support plate (8) corresponding to the pair of drawn wires (9) is 18mm, and the diameter of the opening in the pair of drawn wires (9) is 16 mm.
5. The water gate seam pier bent vertical mold combined structure as claimed in claim 3, wherein the steel back ridge (2), the steel purlin (5) and the movable keel (7) are all processed by channel steel.
6. The water gate gap pier bent frame vertical mold combined structure is characterized in that the template panel (1) is made of steel plates, and the borders of the rectangular frame are welded by angle steel.
7. The water gate gap pier bent frame vertical mold combined structure is characterized in that 6 formwork panels (1) are arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120620206.XU CN214832449U (en) | 2021-03-26 | 2021-03-26 | Sluice seam mound framed bent founds mould integrated configuration |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120620206.XU CN214832449U (en) | 2021-03-26 | 2021-03-26 | Sluice seam mound framed bent founds mould integrated configuration |
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| Publication Number | Publication Date |
|---|---|
| CN214832449U true CN214832449U (en) | 2021-11-23 |
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|---|---|---|---|
| CN202120620206.XU Active CN214832449U (en) | 2021-03-26 | 2021-03-26 | Sluice seam mound framed bent founds mould integrated configuration |
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| Country | Link |
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- 2021-03-26 CN CN202120620206.XU patent/CN214832449U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 276000 159 Shuitian Road, Lanshan District, Linyi City, Shandong Province Patentee after: Linyi Water Construction Group Co.,Ltd. Country or region after: China Address before: 276000 159 Shuitian Road, Linyi City, Shandong Province Patentee before: SHANDONG LINYI WATER CONSERVANCY ENGINEERING GENERAL Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right |
Effective date of registration: 20240531 Address after: No. 1115 Huili Road, Economic Development Zone, Lanshan District, Linyi City, Shandong Province, 276000 Patentee after: Shandong Linshui Electromechanical Equipment Co.,Ltd. Country or region after: China Patentee after: Linyi Water Construction Group Co.,Ltd. Address before: 276000 159 Shuitian Road, Lanshan District, Linyi City, Shandong Province Patentee before: Linyi Water Construction Group Co.,Ltd. Country or region before: China |