CN219387156U - Silo bare concrete slip form construction device - Google Patents
Silo bare concrete slip form construction device Download PDFInfo
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- CN219387156U CN219387156U CN202223230875.XU CN202223230875U CN219387156U CN 219387156 U CN219387156 U CN 219387156U CN 202223230875 U CN202223230875 U CN 202223230875U CN 219387156 U CN219387156 U CN 219387156U
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Abstract
The utility model discloses a silo bare concrete sliding formwork construction device which comprises two groups of formwork components, a plurality of portal frames, an outer operation platform, an inner operation platform and a plurality of surrounding rings, wherein the portal frames are annularly and uniformly distributed, the two groups of formwork components are oppositely arranged below the portal frames, bare concrete is filled between the two groups of formwork components, the outer side of the portal frames is fixedly provided with the outer operation platform, the inner side of the portal frames is fixedly provided with the inner operation platform, and the surrounding rings are annularly and uniformly distributed and are provided with an upper group and a lower group; the template assembly comprises a first template and a second template, wherein curved cutting bars are arranged on two sides of the first template, curved inserting grooves are formed in two sides of the second template, when the template assembly is spliced, only the curved cutting bars of one first template are needed to be inserted into the curved inserting grooves of the adjacent second template, the template assembly is further limited through the insertion of the enclosure, rapid positioning can be achieved when the template assembly is installed, template dislocation and the like are effectively avoided, and construction efficiency is improved.
Description
Technical Field
The utility model belongs to the technical field of building machinery, and particularly relates to a silo bare concrete slip form construction device.
Background
The silo is a storage structure for storing loose granular or small block raw materials or fuels, such as ores, coals, sand, cement, grains and the like, the section of the silo is generally circular, the bare concrete is generally used for casting the concrete without any coating, ceramic tile, stone or other materials, and the casting of the silo is generally the casting of the bare concrete by adopting a sliding mode construction method.
The slip form construction is a construction method for enabling a formwork system to slide along the surface of the poured concrete by utilizing certain power, and continuing to cast concrete in situ after sliding. The construction method is that the slip form device is pre-installed in place on the ground according to the plane shape of the construction object, and the slip form device is slid off the ground by utilizing hydraulic lifting equipment along with continuously binding the steel bars in the templates and layered casting concrete until reaching the design height.
The construction of the inner and outer platforms of the existing silo slip form construction device is complex, a plurality of workers are required to fix the steel plates on the portal frame firstly above the scaffold, then other supporting steel plates are fixed above the steel plates to construct the supporting platform, the number of the portal frames required by the construction of the silo is large, the existing silo slip form construction device, such as the patent document with the publication number of CN110656802A, refers to a silo slip form movable hanger device, a template generally adopts arc-shaped steel plates, a plurality of arc-shaped steel plates are fixed on the platforms on two sides, due to the fact that limiting structures for the arc-shaped steel plates are lacking, deformation and dislocation are easy when the template is spliced into a circle, labor consumption is required to calibrate, installation efficiency is low, gaps exist at joints when the template is spliced into a circle, particularly after deformation and dislocation, a plurality of unsmooth edges are generated after the poured concrete is solidified, and the solidified concrete surface is required to be polished for a plurality of times, and the template is very inconvenient.
Disclosure of Invention
The utility model aims to solve the problems and provide a silo bare concrete slip form construction device.
The utility model realizes the above purpose through the following technical scheme:
the construction device comprises two groups of template components, a plurality of portal frames, an outer operation platform, an inner operation platform and a plurality of enclosure rings, wherein the portal frames are annularly and uniformly distributed, two groups of template components are oppositely arranged below the portal frames, the exposed concrete is filled between the two groups of template components, the outer operation platform is fixedly arranged on the outer side of the portal frames, the inner operation platform is fixedly arranged on the inner side of the portal frames, the enclosure rings are annularly and uniformly distributed, the upper and lower two groups of enclosure rings are arranged, and the enclosure rings are simultaneously spliced with the template components and the portal frames;
each group of template components comprises a plurality of first templates and a plurality of second templates, the first templates and the second templates are sequentially arranged at intervals to form a ring shape, curved inserting strips are fixedly arranged on two sides of each first template, curved inserting slots are formed on two sides of each second template, and the curved inserting strips of each first template are inserted into the curved inserting slots of the adjacent second templates;
the portal comprises support columns and top plates, wherein two support columns are arranged at intervals, the top plates are erected above the two support columns, platform support plates are rotatably arranged on one sides, away from each other, of the two support columns, and the template assembly is arranged below the top plates;
the outer operation platform and the inner operation platform are respectively and fixedly arranged on the platform supporting plates at the outer side and the inner side of the portal frame.
Preferably, the first template comprises a first plate body, the first plate body is bent to have a certain radian, the curved cutting is fixedly arranged on two sides of the first plate body, a first plate groove is formed in the surface, far away from the side of the fresh water concrete, of the first plate body, and first plate ribs are longitudinally and longitudinally arranged in the first plate groove.
Preferably, the second template comprises a second plate body, the second plate body is bent to have a certain radian, curved slots are formed in two sides of the second plate body, a second plate groove is formed in the surface, away from one side of the fresh water concrete, of the second plate body, and second plate ribs are arranged in the second plate groove in a longitudinal and transverse mode.
Preferably, the portal still includes bottom plate, horizontal backup pad, the bottom plate has two, the support column is all fixed to be set up in the bottom plate top, horizontal backup pad is four altogether, two horizontal backup pad is a set of, every group horizontal backup pad is all interval setting about every support column one side, the platform backup pad sets up the top at the horizontal backup pad that is located upper portion.
Preferably, the portal further comprises a limiting plate and a third connecting piece, wherein the limiting plate is arranged on one side of the supporting column and is close to the top plate, the third connecting piece is arranged on one side of the supporting column and is arranged above the upper transverse supporting plate, one end of the platform supporting plate is rotationally connected with the third connecting piece, the platform supporting plate can be abutted against the limiting plate when rotating to the vertical position, and the platform supporting plate can be abutted against the upper transverse supporting plate when rotating to the horizontal position.
Preferably, the first connecting piece is fixedly arranged on the outer side of the first plate rib, the first connecting piece penetrates through and is provided with a first connecting groove, the second connecting piece is fixedly arranged on the outer side of the second plate rib, the second connecting piece penetrates through and is provided with a second connecting groove, and annular fixed steel bars are arranged in the first connecting groove and the second connecting groove in a penetrating mode.
Preferably, the outer operation platform comprises a first outer support bar and a second outer support bar, the first outer support bar is arranged on one side, away from the outer support column, above the platform support plates of the two outer support columns, and the second outer support bar is arranged on one side, close to the outer support columns, above the platform support plates.
Preferably, the inner operation platform comprises a first inner support bar and a second inner support bar, the first inner support bar is arranged on one side, away from the inner support columns, above the platform support plates of the two inner support columns, and the second inner support bar is arranged on one side, close to the inner support columns, above the platform support plates.
Preferably, the upper part of one side of the first plate body far away from the bare concrete is provided with a first slot, the lower part of the first plate body is provided with a second slot, the upper part of one side of the second plate body far away from the bare concrete is provided with a third slot, the lower part of the second plate body is provided with a fourth slot, the first slot is aligned with the third slot, and an enclosure is inserted into the first slot; the second slot is aligned with the fourth slot, and a surrounding ring is inserted into the second slot.
Preferably, a plurality of fifth slots are uniformly distributed on the circumference of the surface of the enclosure, and the transverse supporting plate is spliced with the fifth slots.
The utility model provides a silo bare concrete slip form construction device, which has the beneficial effects that:
(1) The utility model has two templates in total, the two sides of the first template are provided with the curved cutting, the two sides of the second template are provided with the curved inserting grooves, when the template components are spliced, only the curved cutting of one first template is spliced with the curved inserting grooves of the adjacent second template, and the two templates are further limited by the splicing of the enclosure, so that the template components can be quickly positioned when being installed, the situation of misplacement of the templates and the like is effectively avoided, and the construction efficiency is improved.
(2) According to the utility model, the first template and the second template are both bent to have a certain radian, the connecting parts are spliced, and when the templates are spliced into a round shape, a large number of gaps are not formed between the adjacent templates, so that the surface of the solidified concrete is smoother, the polishing time of the surface of the concrete is reduced, and the construction efficiency is improved.
(3) The platform supporting plate is rotatably arranged on the portal frame, and when the outer operation platform and the inner operation platform are installed, the platform supporting plate is only required to be rotated to a horizontal position, and then the outer operation platform and the inner operation platform are fixed above the platform supporting plate, so that the construction efficiency is improved.
Drawings
FIG. 1 is a top view of a construction structure of the present utility model;
FIG. 2 is a schematic view of a partial structure of the present utility model;
FIG. 3 is a perspective view of a first template of the present utility model;
FIG. 4 is a perspective view of a second template of the present utility model;
FIG. 5 is a bottom view of a template with curved slips on both sides in the present utility model;
FIG. 6 is a bottom view of a template with curved slots on both sides of the template according to the present utility model;
FIG. 7 is a perspective view of the mast of the present utility model with the platform support plate rotated to the lowermost position;
FIG. 8 is a perspective view of the gantry of the present utility model with the platform support plate rotated to the uppermost position;
fig. 9 is a perspective view of the enclosure of the present utility model.
The reference numerals are explained as follows:
1. a template assembly; 11. a first template; 111. a first plate body; 112. a first plate groove; 113. curved cutting; 115. a first connector; 1151. a first connection groove; 116. a first panel bar; 117. a first slot; 118. a second slot; 12. a second template; 121. a second plate body; 122. a second plate groove; 124. a curved slot; 125. a second connector; 1251. a second connecting groove; 126. the second plate ribs; 127. a third slot; 128. a fourth slot; 2. a door frame; 21. a bottom plate; 22. a support column; 23. a transverse support plate; 24. a limiting plate; 25. a top plate; 26. a third connecting member; 27. a platform support plate; 3. an external operating platform; 31. a first outer support bar; 32. a second outer support bar; 4. an inner operating platform; 41. a first inner support bar; 42. a second inner support bar; 5. a surrounding ring; 51. and a fifth slot.
Detailed Description
In the following description of the embodiments of the present utility model, reference will be made to the accompanying drawings for a clear and complete description of the embodiments of the present utility model, and it is to be understood that the terms "upper," "middle," "outer," "inner," and the like, indicate orientations or positional relationships, and are merely used for convenience in describing the present utility model and simplifying the description, but do not indicate or imply that the components or elements being referred to must have a particular orientation. It will be apparent that the described embodiments are only some, but not all, embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which a person of ordinary skill in the art would obtain without inventive faculty, are within the scope of the utility model:
as shown in fig. 1-9, the construction device for the bare concrete sliding formwork of the silo comprises two groups of template assemblies 1, a plurality of portal frames 2, an outer operation platform 3, an inner operation platform 4 and a plurality of enclosure rings 5, wherein the portal frames 2 are annularly and uniformly distributed, the two groups of template assemblies 1 are oppositely arranged below the portal frames 2, bare concrete is filled between the two groups of template assemblies 1, the outer operation platform 3 is fixedly arranged on the outer side of the portal frames 2, the inner operation platform 4 is fixedly arranged on the inner side of the portal frames 2, the plurality of outer operation platforms 3 and the plurality of inner operation platforms 4 are annularly and uniformly distributed, the plurality of enclosure rings 5 are annularly and uniformly distributed, the upper and lower two groups of enclosure rings 5 are arranged, and the enclosure rings 5 are simultaneously spliced with the template assemblies 1 and the portal frames 2;
each group of template assemblies 1 comprises a plurality of first templates 11 and a plurality of second templates 12, the first templates 11 and the second templates 12 are sequentially arranged at intervals to form a ring shape, curved inserting strips 113 are fixedly arranged on two sides of each first template 11, curved inserting slots 124 are formed on two sides of each second template 12, and the curved inserting strips 113 of one first template 11 are inserted into the curved inserting slots 124 of the adjacent second templates 12;
the portal frame 2 comprises two support columns 22 and a top plate 25, wherein the two support columns 22 are arranged at intervals, the top plate 25 is erected above the two support columns 22, a platform support plate 27 is rotatably arranged on one side, away from each other, of each support column 22, and the template assembly 1 is arranged below the top plate 25;
the outer operating platform 3 and the inner operating platform 4 are fixedly provided on the platform support plates 27 on the outside and inside of the portal 2, respectively.
In this embodiment: the first template 11 comprises a first plate body 111, the first plate body 111 is bent to have a certain radian, curved cutting 113 is fixedly arranged on two sides of the first plate body 111, a first plate groove 112 is formed in the surface of one side, far away from the fresh water concrete, of the first plate body 111, first plate ribs 116 are longitudinally and longitudinally arranged in the first plate groove 112, the second template 12 comprises a second plate body 121, the second plate body 121 is bent to have a certain radian, the radian of the first plate body 111 is the same as that of the second plate body 121, curved inserting grooves 124 are formed in two sides of the second plate body 121, a second plate groove 122 is formed in the surface, far away from one side, of the fresh water concrete, of the second plate body 121, and second plate ribs 126 are longitudinally and longitudinally arranged in the second plate groove 122; the first plate groove 112 and the second plate groove 122 can reduce the weight of the template body, and the first plate rib 116 and the second plate rib 126 can increase the strength of the template; the first plate body 111 and the second plate body 121 both sides all have certain radian for when first template 11 and second template 12 splice to be circular, no longer have a large amount of gaps between the adjacent template, and the bare concrete surface after solidification is smoother, has reduced the time of polishing on bare concrete surface.
Further, when the two groups of template assemblies 1 are respectively spliced into circles, the first installed templates use the first templates 11 with curved cuttings 113 at two sides, the last installed templates use the second templates 12 with curved slots 124 at two sides, and when the last second templates 12 are installed, the curved slots 124 at two sides are simultaneously spliced with the curved cuttings 113 of two adjacent first templates 11 from top to bottom.
In this embodiment: the portal frame 2 further comprises a bottom plate 21, two transverse supporting plates 23, limiting plates 24 and third connecting pieces 26, wherein the bottom plate 21 is provided with four supporting columns 22 fixedly arranged above the bottom plate 21, the two transverse supporting plates 23 are in a group, each group of transverse supporting plates 23 is arranged at one side of each supporting column 22 at intervals up and down, a platform supporting plate 27 is arranged above the upper transverse supporting plate 23, the limiting plates 24 are arranged at one side of the supporting columns 22 and close to a top plate 25, the third connecting pieces 26 are arranged at one side of the supporting columns 22 and are arranged above the upper transverse supporting plates 23, one end of a platform supporting plate 27 is rotatably connected with the third connecting pieces 26, when the platform supporting plate 27 rotates to a vertical position, the platform supporting plate 27 can be abutted with the limiting plates 24, and when the platform supporting plate 27 rotates to a horizontal position, the platform supporting plate 27 can be abutted with the upper transverse supporting plate 23; the provision of the platform support plate 27 facilitates the installation of the outer operating platform 3 and the inner operating platform 4.
In this embodiment: the outer side of the first plate rib 116 is fixedly provided with a first connecting piece 115, the first connecting piece 115 is provided with a first connecting groove 1151 in a penetrating way, the outer side of the second plate rib 126 is fixedly provided with a second connecting piece 125, the second connecting piece 125 is provided with a second connecting groove 1251 in a penetrating way, and annular fixed steel bars are arranged in the first connecting groove 1151 and the second connecting groove 1251 in a penetrating way; when first template 11 and second template 12 concatenation, first spread groove 1151 and second spread groove 1251 align to wear to establish cyclic annular fixed steel bar again, cyclic annular fixed steel bar is used for fixed template subassembly 1, prevents template subassembly 1 side direction deformation, and preferably, first connecting piece 115 can set up two sets of about first template 11, and second connecting piece 125 sets up two sets of about second template 12, and two sets of first connecting pieces 115 correspond respectively with two sets of second connecting pieces 125 about, wears to establish cyclic annular fixed steel bar and can be spacing effect of template subassembly 1 better.
In this embodiment: the outer operation platform 3 includes a first outer support bar 31 and a second outer support bar 32, the first outer support bar 31 being disposed on a side of the platform support plate 27 of the two outer support posts 22 away from the outer support posts 22, and the second outer support bar 32 being disposed on a side of the platform support plate 27 close to the outer support posts 22.
In this embodiment: the inner operation platform 4 includes a first inner support bar 41 provided on a side of the platform support plate 27 of the two inner support columns 22 away from the inner support columns 22, and a second inner support bar 42 provided on a side of the platform support plate 27 close to the inner support columns 22, above the platform support plates 27.
Further, a plurality of boards or iron plates can be paved above the outer operation platform 3 and the inner operation platform 4, and the boards or the iron plates are paved so that constructors can walk and stand above.
In this embodiment: the upper part of one side of the first plate body 111 far away from the clear water concrete is provided with a first slot 117, the lower part is provided with a second slot 118, the upper part of one side of the second plate body 121 far away from the clear water concrete is provided with a third slot 127, the lower part is provided with a fourth slot 128, the first slot 117 is aligned with the third slot 127, and the interior of the first slot 117 is inserted with a surrounding ring 5; the second slot 118 is aligned with the fourth slot 128, the enclosure 5 is inserted in the enclosure, a plurality of fifth slots 51 are arranged on the surface of the enclosure 5 at intervals, the fifth slots 51 are arranged corresponding to the transverse supporting plate 23, the end part of the transverse supporting plate 23 is inserted with the fifth slots 51, the enclosure 5 is used for fixing the template assembly 1, the template assembly 1 is prevented from being laterally deformed, and the template assembly 1 is conveniently connected with the portal 2.
Further, in order to better describe the installation process of the silo bare concrete slip form construction device, the surface of the template, on which the plate groove is formed, is defined as the front surface, and the surface, on which the plate groove is not formed, is defined as the back surface.
In the structure, when the silo bare concrete sliding formwork construction device is installed, firstly, an inner formwork line is set according to a construction circle center as a reference point, then the portal 2 is sequentially and uniformly circumferentially placed on the circular inner formwork line, one of two support columns 22 of the portal 2 is placed outside the inner formwork line, and the other support column 22 is placed in the inner formwork line; then installing the template assembly 1, aligning the first slot 117 with the third slot 127, aligning the second slot 118 with the fourth slot 128, sequentially splicing the curved cutting 113 of one first template 11 with the curved slot 124 of the adjacent second template 12, splicing one first template 11 with one second template 12 at intervals, splicing the connected template assembly 1 with the enclosure 5, splicing the template assemblies 1 into two groups of circles, arranging the lower ends of the inner groups of template assemblies 1 on the inner template wires in a way that the back surfaces of the two groups of template assemblies 1 are opposite, namely, arranging one sides provided with the enclosure 5 away from each other, then splicing the annular fixing reinforcing steel bars through the corresponding first connecting grooves 1151 and second connecting grooves 1251, installing the enclosure 5 at the end part of the transverse supporting plate 23 in a way that the enclosure 5 is spliced with the transverse supporting plate 23 in turn, or fastening the enclosure 5 with the portal 2 through bolts, fixing the reinforcing steel bars 5 and the annular fixing both the enclosure 5 to fix the template assemblies 1, and preventing the template assemblies 1 from being deformed laterally; then, the inner operation platform 4 is installed, the platform support plate 27 is fixed after being rotated to be horizontal, the first inner support bar 41 and the second inner support bar 42 are fixed above the inner platform support plate 27, then, a wood board or an iron board is paved on the first inner support bar 41 and the second inner support bar 42, and similarly, the outer operation platform 3 is installed according to the installation method of the inner operation platform 4; the above is an installation process of the construction device of the bare concrete sliding mould of the silo, when the sliding mould construction is carried out, the sliding mould can be implemented by connecting a hydraulic system with a jack and a door frame 2, the bare concrete is poured between two groups of mould components 1, after the bare concrete is solidified, the bare concrete slides upwards, and the sliding mould action is repeated in sequence until the bare concrete slides to the topmost end of the silo; the inner and outer operation platforms are easy to install, the template assembly 1 is convenient to splice, and construction efficiency is improved well.
The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and their equivalents.
Claims (10)
1. The utility model provides a silo bare concrete slip form construction equipment which characterized in that: the automatic concrete filling device comprises two groups of template assemblies (1), a plurality of portal frames (2), an outer operation platform (3), an inner operation platform (4) and a plurality of enclosure rings (5), wherein a plurality of portal frames (2) are annularly and uniformly distributed, two groups of template assemblies (1) are oppositely arranged below the portal frames (2), bare concrete is filled between the two groups of template assemblies (1), the outer operation platform (3) is fixedly arranged on the outer side of the portal frames (2), the inner operation platform (4) is fixedly arranged on the inner side of the portal frames (2), a plurality of enclosure rings (5) are annularly and uniformly distributed, an upper group of enclosure rings and a lower group of enclosure rings (5) are simultaneously spliced with the template assemblies (1) and the portal frames (2);
each group of template components (1) comprises a plurality of first templates (11) and a plurality of second templates (12), the first templates (11) and the second templates (12) are sequentially arranged at intervals to form a ring shape, curved inserting strips (113) are fixedly arranged on two sides of each first template (11), curved inserting grooves (124) are formed on two sides of each second template (12), and the curved inserting strips (113) of each first template (11) are inserted into the curved inserting grooves (124) of the adjacent second templates (12);
the portal frame (2) comprises support columns (22) and top plates (25), wherein two support columns (22) are arranged at intervals, the top plates (25) are erected above the two support columns (22), one sides, far away from each other, of the two support columns (22) are respectively provided with a platform support plate (27) in a rotating mode, and the template assembly (1) is arranged below the top plates (25);
the outer operation platform (3) and the inner operation platform (4) are respectively and fixedly arranged on a platform supporting plate (27) at the outer side and the inner side of the portal frame (2).
2. The shoal concrete slip form construction device for a silo according to claim 1, wherein: the first template (11) comprises a first plate body (111), a certain radian is formed by bending the first plate body (111), curved cutting strips (113) are fixedly arranged on two sides of the first plate body (111), a first plate groove (112) is formed in the surface, far away from one side of the clear water concrete, of the first plate body (111), and first plate ribs (116) are longitudinally and transversely arranged in the first plate groove (112).
3. The shoal concrete slip form construction device for a silo according to claim 2, wherein: the second template (12) comprises a second plate body (121), certain radian is bent on the second plate body (121), curved slots (124) are formed in two sides of the second plate body (121), a second plate groove (122) is formed in the surface, far away from the side of the clear water concrete, of the second plate body (121), and second plate ribs (126) are arranged in the second plate groove (122) in a longitudinal and transverse mode.
4. A silo bare concrete slip form construction device according to claim 3, wherein: the portal (2) further comprises a bottom plate (21) and two transverse support plates (23), wherein the bottom plate (21) is two, the support columns (22) are fixedly arranged above the bottom plate (21), the total number of the transverse support plates (23) is four, the number of the transverse support plates (23) is two, the transverse support plates (23) are in a group, each group of transverse support plates (23) are arranged on one side of each support column (22) at intervals, and the platform support plates (27) are arranged above the upper transverse support plates (23).
5. The shoal concrete slip form construction device for a silo according to claim 4, wherein: the portal (2) still includes limiting plate (24), third connecting piece (26), limiting plate (24) set up in support column (22) one side, and are close to roof (25), third connecting piece (26) set up in one side of support column (22), and set up the top at the horizontal backup pad (23) that are located the upper portion, platform backup pad (27) one end and third connecting piece (26) rotate to be connected, when platform backup pad (27) rotate to vertical position, can with limiting plate (24) butt, when platform backup pad (27) rotate to horizontal position, can with the horizontal backup pad (23) butt that are located the upper portion.
6. The shoal concrete slip form construction device for a silo according to claim 5, wherein: first connecting piece (115) are fixedly arranged on the outer side of first plate rib (116), first connecting grooves (1151) are formed in the first connecting piece (115) in a penetrating mode, second connecting pieces (125) are fixedly arranged on the outer side of second plate rib (126), second connecting grooves (1251) are formed in the second connecting pieces (125) in a penetrating mode, and annular fixing reinforcing steel bars are arranged in the first connecting grooves (1151) and the second connecting grooves (1251) in a penetrating mode.
7. The shoal concrete slip form construction device for a silo according to claim 6, wherein: the outer operation platform (3) comprises a first outer supporting bar (31) and a second outer supporting bar (32), wherein the first outer supporting bar (31) is arranged on one side, away from the outer supporting column (22), above the platform supporting plates (27) of the two outer supporting columns (22), and the second outer supporting bar (32) is arranged on one side, close to the outer supporting columns (22), above the platform supporting plates (27).
8. The shoal concrete slip form construction device for a silo according to claim 7, wherein: the inner operation platform (4) comprises a first inner support bar (41) and a second inner support bar (42), wherein the first inner support bar (41) is arranged on one side, away from the inner support column (22), above the platform support plates (27) of the two inner support columns (22), and the second inner support bar (42) is arranged on one side, close to the inner support columns (22), above the platform support plates (27).
9. The shoal concrete slip form construction device for a silo according to claim 8, wherein: the upper part of one side of the first plate body (111) far away from the bare concrete is provided with a first slot (117), the lower part of the first plate body is provided with a second slot (118), the upper part of one side of the second plate body (121) far away from the bare concrete is provided with a third slot (127), the lower part of the second plate body is provided with a fourth slot (128), the first slot (117) is aligned with the third slot (127), and the interior of the first slot is inserted with a surrounding ring (5); the second slot (118) is aligned with the fourth slot (128), and a surrounding ring (5) is inserted into the second slot.
10. The shoal concrete slip form construction device for a silo according to claim 9, wherein: a plurality of fifth slots (51) are uniformly distributed on the circumference of the surface of the enclosure (5), and the transverse supporting plate (23) is inserted into the fifth slots (51).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223230875.XU CN219387156U (en) | 2022-12-03 | 2022-12-03 | Silo bare concrete slip form construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223230875.XU CN219387156U (en) | 2022-12-03 | 2022-12-03 | Silo bare concrete slip form construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219387156U true CN219387156U (en) | 2023-07-21 |
Family
ID=87170207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223230875.XU Active CN219387156U (en) | 2022-12-03 | 2022-12-03 | Silo bare concrete slip form construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219387156U (en) |
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2022
- 2022-12-03 CN CN202223230875.XU patent/CN219387156U/en active Active
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