CN218373993U - Stride across basic abnormal shape template and support frame base pouring system greatly - Google Patents
Stride across basic abnormal shape template and support frame base pouring system greatly Download PDFInfo
- Publication number
- CN218373993U CN218373993U CN202222000651.3U CN202222000651U CN218373993U CN 218373993 U CN218373993 U CN 218373993U CN 202222000651 U CN202222000651 U CN 202222000651U CN 218373993 U CN218373993 U CN 218373993U
- Authority
- CN
- China
- Prior art keywords
- template
- square
- formwork
- support
- trapezoid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Foundations (AREA)
Abstract
The embodiment of the utility model provides a stride across basic abnormal shape template greatly and support frame base pouring system belongs to the power equipment field. The template includes: the two right-angled trapezoid templates are respectively arranged on two sides of the supporting tube; the first square template is connected with the right-angle side edges of the two right-angle trapezoidal templates; the second square template is connected with the bevel edges of the two right-angle trapezoidal templates to form a hollow groove surrounding the supporting tube together with the right-angle trapezoidal templates and the first square template, and is used for pouring cement; and the first truss is welded on the outer sides of the right trapezoid template, the first square template and the second square template so as to support the right trapezoid template, the first square template and the second square template. The template can be conveniently and quickly assembled and poured around the supporting pipe to stabilize the supporting pipe.
Description
Technical Field
The utility model relates to a power equipment field specifically relates to a stride across basic abnormal shape template and support frame base pouring system greatly.
Background
The power transmission iron tower is a high-rise structure, is very sensitive to inclined deformation and has high requirements on uneven settlement of a foundation. The common structural form of the power transmission iron tower foundation comprises an independent foundation, an enlarged foundation and a pile foundation, and the structural form of the power transmission iron tower mainly adopts a steel structure. The Yangtze river large-span iron tower is used as a power transmission iron tower on the side line of the Yangtze river, a high-voltage line needs to cross the Yangtze river through the Yangtze river large-span iron tower, therefore, the line can be laid only when the height of the Yangtze river large-span iron tower is higher than a certain distance, a support frame of the Yangtze river large-span iron tower needs to stably support the Yangtze river large-span iron tower, and the support frame also needs to be poured at the bottom of the support frame to be stable.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model provides a stride across basic abnormal shape template greatly and support frame base concreting system, this template can convenient and fast assemble around the stay tube and pour in order to stabilize this stay tube.
In order to achieve the above object, in one aspect, an embodiment of the present invention provides a stride across basic heterotypic template greatly, the template includes:
the two right-angled trapezoid templates are respectively arranged on two sides of the supporting tube;
the first square template is connected with the right-angle side edges of the two right-angle trapezoidal templates;
the second square template is connected with the bevel edges of the two right-angle trapezoidal templates to form a hollow groove surrounding the supporting tube together with the right-angle trapezoidal templates and the first square template, and is used for pouring cement;
the first truss is welded on the outer sides of the right trapezoid template, the first square template and the second square template to support the right trapezoid template, the first square template and the second square template;
a connecting member passing through first trusses of ends of the first square formwork, the second square formwork and the right trapezoid formwork adjacent to each other to connect the first square formwork, the second square formwork and the right trapezoid formwork adjacent to each other, the connecting member including:
the right-angle steel is arranged on the first truss at the end parts of the adjacent first square template, the second square template and the right-angle trapezoid template and faces the first truss;
and the first bolt penetrates through the first trusses at the ends of the adjacent first square template, second square template and right trapezoid template and the right angle steel so as to be matched with the right angle steel to connect the first trusses at the ends of the adjacent first square template, second square template and right trapezoid template.
Optionally, the template includes four third square templates, the four third square templates are connected end to form a square groove, and the four third square templates are arranged on the tops of the first square template and the second square template.
Optionally, the formwork comprises second trusses welded to the outer side of the third square formwork, and two adjacent second trusses are connected through the connecting member.
Optionally, the top of the first truss and the bottom of the second truss are provided with holes, and the formwork includes a second bolt, which passes through the holes on the top of the first truss and the bottom of the second truss to connect the first truss and the second truss.
Optionally, the sum of the heights of the right trapezoid templates and the third square template from the ground is greater than the height of the supporting tube.
Optionally, the template comprises a sleeve that fits around the top of the support tube.
Optionally, the form includes a cross-arm that passes through the sleeve and the top of the third square form and is connected with the top of the third square form by bolts.
On the other hand, the utility model also provides a large span support frame base pouring system, which comprises;
a template as claimed in any one of the above;
a plurality of rows of horizontal steel bars are arranged at the bottom of the right trapezoid template;
the supporting I-shaped steels are vertically arranged at the bottoms of the right-angle trapezoid templates and are connected with the horizontal reinforcing steel bars so as to support the horizontal reinforcing steel bars and the right-angle trapezoid templates, and cement is poured in gaps between the horizontal reinforcing steel bars and the supporting I-shaped steels.
Optionally, the system includes a plurality of auxiliary support reinforcing bars, one end of each auxiliary support reinforcing bar is connected with the support i-beam, and the other end of each auxiliary support reinforcing bar is connected with the ground.
Through the technical scheme, the utility model provides a pair of stride across basic abnormal shape template and support frame base pouring system greatly sets up the right trapezoid template through the both sides at the stay tube, respectively is equipped with first square template and the square template of second in the place ahead and the rear of this stay tube to seal this stay tube and pour cement, all welded first truss in order to support this right trapezoid template, first square template and the square template of second in the outside of this right trapezoid template, first square template and the square template of second. The connecting piece can pass adjacent first truss of the tip of first square template, second square template and right trapezoid template to connect adjacent first square template, second square template and right trapezoid template, after the cement of pouring in the dead slot that first square template, second square template and right trapezoid template are constituteed solidifies, can demolish this first square template, second square template and right trapezoid template, thereby accomplish the pouring of the peripheral cement mound of stay tube.
Other features and advantages of embodiments of the present invention will be described in detail in the detailed description which follows.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the embodiments of the invention, but do not constitute a limitation of the embodiments of the invention. In the drawings:
fig. 1 is a three-dimensional view of a large span foundation deformed template according to a utility model of the present invention;
fig. 2 is a front view of a right trapezoid form of a large span foundation odd-shaped form according to a utility model of the present invention;
fig. 3 is a partial sectional view of a long span foundation deformed mold plate according to a utility model of the present invention;
figure 4 is a cut-away top view of a third square form of a large span basic profiled form in accordance with an embodiment of the present invention;
fig. 5 is a side view of a large span foundation deformed template according to a utility model of the present invention;
fig. 6 is a side view of a large span support frame base casting according to one embodiment of the present invention.
Description of the reference numerals
1. Right trapezoid template 2 and supporting tube
3. A first square template 4 and a second square template
5. First truss 6 and connecting piece
60. Right angle steel 61, first bolt
7. Third square template 8 and second truss
9. Second bolt 10, sleeve
11. Cross arm 12, horizontal reinforcing bar
13. Support I-steel 14, auxiliary support reinforcing bar
Detailed Description
The following describes in detail embodiments of the present invention with reference to the accompanying drawings. It is to be understood that the description herein is only intended to illustrate and explain embodiments of the present invention, and is not intended to limit embodiments of the present invention.
Fig. 1 is a three-dimensional view of a large span basic profile form according to a utility model of the present invention. Fig. 2 is a front view of a right trapezoid form of a large span basic profile form according to a utility model of the present invention. Fig. 3 is a partial sectional view of a long span basic profiled template according to an embodiment of the present invention. Fig. 4 is a sectional plan view of a third square formwork of a long span basic irregular formwork according to the present invention. Fig. 5 is a side view of a large span basic profile form according to one embodiment of the present invention. The utility model discloses in, this template can include right trapezoid template 1, first square template 3, the square template 4 of second, first truss 5 and connecting piece 6. The number of the right-angle trapezoidal template 1 may be two, and are respectively disposed at both sides of the support tube 2. The first square template 3 may be connected to the right-angled sides of the two right-angled trapezoidal templates 1. The square template of second 4 can be connected with two right trapezoid template 1's hypotenuses to constitute the dead slot around this stay tube 2 with right trapezoid template 1, first square template 3, this dead slot can pour cement, treats that this dead slot poured cement after cement sets can support this stay tube 2. The first girder 5 may be welded to the outer sides of the right trapezoid formwork 1, the first square formwork 3 and the second square formwork 4 to support the right trapezoid formwork 1, the first square formwork 3 and the second square formwork 4. The connecting piece 6 can penetrate through the first girders 5 at the ends of the adjacent first square formwork 3, second square formwork 4 and right trapezoid formwork 1 to connect the first girders 5 at the ends of the adjacent first square formwork 3, second square formwork 4 and right trapezoid formwork 1 together, so as to connect the adjacent first square formwork 3, second square formwork 4 and right trapezoid formwork 1. The connecting member 6 may include: a right angle steel 60 and a first bolt 61. The right angle steel 60 is arranged on the first truss 5 at the end parts of the adjacent first square template 3, second square template 4 and right angle trapezoid template 1 and faces the first truss 5. A first bolt 61 may be passed through the first truss 5 and the right angle steel 60 of the end of the adjacent first square formwork 3, second square formwork 4 and right angle trapezoidal formwork 1 to cooperate with the right angle steel 60 to connect the first truss 5 of the end of the adjacent first square formwork 3, second square formwork 4 and right angle trapezoidal formwork 1.
The utility model discloses in, when pouring this template, need splice two right trapezoid template 1, first square template 3 and the square template 4 of second together, then carry out cement infusion to the dead slot that right trapezoid template 1, first square template 3 and the square template 4 of second are constituteed, treat the cement solidification back, can support this stay tube 2. When splicing two rectangular trapezoid templates 1, a first rectangular template 3 and a second rectangular template 4, it is necessary to connect the first girders 5 of the ends of the adjacent first rectangular template 3, second rectangular template 4 and rectangular trapezoid template 1 through the connecting members 6, because the first girders 5 are welded at the outer sides of the rectangular trapezoid templates 1, the first rectangular template 3 and the second rectangular template 4, and therefore, after connecting the first girders 5 of the ends of the first rectangular template 3, the second rectangular template 4 and the rectangular trapezoid template 1, the adjacent first rectangular template 3, second rectangular template 4 and rectangular trapezoid template 1 can be connected to each other.
In one embodiment of the present invention, as shown in fig. 1, the template may include a third form template 7. The number of the third square templates 7 may be four, and four third square templates 7 may be connected end to form a square groove. The third square formwork 7 may be arranged on top of the first square formwork 3 and the second square formwork 4. After the empty groove formed by the first square template 3, the second square template 4 and the right trapezoid template 1 is poured, the square groove formed by the four third square templates 7 can be poured. After the pouring is completed, the four third square templates 7 can be removed.
In one embodiment of the invention, as shown in fig. 1, the formwork may comprise a second truss 8. The second girder 8 may be welded to the outside of the third square template 7, and adjacent two second girders 8 may be connected by the connecting member 6. The second girders 8 are welded to the outer side of the third square formwork 7 to support the third square formwork 7, and when two adjacent third square formworks 7 need to be spliced, the connecting members 6 can be made to penetrate the ends of the two adjacent second girders 8, which are in contact with each other, to connect the two adjacent second girders 8 together.
In an embodiment of the present invention, as shown in fig. 1 and 5, holes may be provided at the top of the first girder 5 and the bottom of the second girder 8, and the formwork may include the second bolt 9. The second bolt 9 may pass through holes in the top of the first truss 5 and the bottom of the second truss 8 to connect the first truss 5 and the second truss 8 together. After the hollow grooves surrounding the support pipes 2 are formed by the right trapezoid templates 1, the first square templates 3 and the second square templates 4, the third square templates 7 can be placed at the tops of the right trapezoid templates 1, the first square templates 3 and the second square templates 4, then the second bolts 9 can penetrate through the holes in the tops of the first trusses 5 and the bottoms of the second trusses 8 to connect the first trusses 5 and the second trusses 8, so that the first trusses 5 can support the second trusses 8, and further the four third square templates 7 can be spliced together.
In one embodiment of the present invention, as shown in fig. 3, the sum of the heights of the right trapezoid form 1 and the third trapezoid form 7 from the ground may be greater than the height of the support tube 2. When pouring is performed, the solidified cement needs to support the support tube 2, so that the height of the poured cement needs to be not less than the height of the support tube 2, and the sum of the heights of the right-angled trapezoid formwork 1 and the third square formwork 7 from the ground needs to be greater than the height of the support tube 2.
In one embodiment of the present invention, as shown in fig. 1 and 3, the form may further include a sleeve 10. The sleeve 10 can be sleeved near the top of the support tube 2, and because the sleeve 10 is sleeved near the top of the support tube 2, when pouring is performed, a gap can be left at the top of the support tube 2, so that the top of the support tube 2 is not covered by cement, and a worker can conveniently perform the next step of work.
In one embodiment of the present invention, as shown in fig. 1 and 3, the form may further include a cross arm 11. The cross arm 11 can pass through the sleeve 10 and the top of the third form 7 so that the sleeve 10 can be supported by the cross arm 11, avoiding jamming on the support tube 2 due to gravity. The cross arm 11 can be connected with the top of the third square template 7 through bolts, and when the third square template needs to be installed or disassembled, the work can be completed through the bolts.
On the other hand, the utility model discloses still provide a stride across support frame base concreting system greatly, as shown in fig. 6, this system can include as above-mentioned template, horizontal reinforcement 12 and support I-steel 13. The horizontal reinforcing bars 12 may be formed in a plurality of rows and may be provided at the bottom of the right angle trapezoidal formwork 1, the plurality of rows of the horizontal reinforcing bars may be vertically aligned, and each row may be provided with a plurality of reinforcing bars, so that the formwork as described above may be supported. A plurality of supporting I-shaped steel 13 can be vertically arranged at the bottom of the right-angle trapezoid template 1. The support i-beam 13 may be perpendicular to the horizontal reinforcing bars 12 and may be coupled to the horizontal reinforcing bars 12, thereby supporting the horizontal reinforcing bars 12 and the right angle trapezoid formwork 1. Cement can be poured in the gap between the horizontal steel bar 12 and the supporting I-shaped steel 13, and after the cement is solidified, a base for supporting the formwork can be formed.
In one embodiment of the present invention, the system may further include a plurality of auxiliary support bars 14. One end of the auxiliary supporting steel bar 14 can be connected with the supporting i-beam 13, and the other end can be connected with the ground so as to support the supporting i-beam 13 in an auxiliary manner and avoid the supporting i-beam 13 from toppling over.
Through the technical scheme, the utility model provides a pair of stride across basic abnormal shape template and support frame base concreting system greatly sets up the right trapezoid template through the both sides at the stay tube, respectively is equipped with first square template and the square template of second in the place ahead and the rear of this stay tube to seal this stay tube and pour cement, all welded first truss in order to support this right trapezoid template, first square template and the square template of second in the outside of this right trapezoid template, first square template and the square template of second. The connecting piece can penetrate through the first trusses at the end parts of the first square template, the second square template and the right trapezoid template which are adjacent to each other so as to connect the first square template, the second square template and the right trapezoid template which are adjacent to each other, and after cement poured into a hollow groove formed by the first square template, the second square template and the right trapezoid template is solidified, the first square template, the second square template and the right trapezoid template can be detached, so that the pouring of the peripheral cement piers of the supporting tube is completed.
It should also be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising a … …" does not exclude the presence of another identical element in a process, method, article, or apparatus that comprises the element.
The above are merely examples of the present application and are not intended to limit the present application. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.
Claims (9)
1. A large span foundation form, said form comprising:
the two right-angled trapezoid templates (1) are respectively arranged on two sides of the supporting tube (2);
the first square template (3) is connected with the right-angle side edges of the two right-angle trapezoidal templates (1);
the second square template (4) is connected with the bevel edges of the two right-angle trapezoidal templates (1) to form a hollow groove surrounding the support tube (2) together with the right-angle trapezoidal template (1) and the first square template (3) for pouring cement;
the first truss (5) is welded on the outer sides of the right-angle trapezoidal template (1), the first square template (3) and the second square template (4) to support the right-angle trapezoidal template (1), the first square template (3) and the second square template (4);
a connecting member (6) passing through a first truss (5) at an end of the adjacent first square template (3), second square template (4) and right trapezoid template (1) to connect the adjacent first square template (3), second square template (4) and right trapezoid template (1), the connecting member (6) comprising:
the right-angle steel (60) is arranged on the first truss (5) at the end parts of the adjacent first square template (3), second square template (4) and right-angle trapezoid template (1), and faces the first truss (5);
the first bolt (61) penetrates through the first truss (5) and the right angle steel (60) at the end parts of the adjacent first square template (3), second square template (4) and right trapezoid template (1), and the first bolt (61) is matched with the right angle steel (60) to connect the first truss (5) at the end parts of the adjacent first square template (3), second square template (4) and right trapezoid template (1).
2. The formwork according to claim 1, characterized in that it comprises four third square formworks (7), the four third square formworks (7) being connected end to form a square trough and being arranged on top of the first square formwork (3) and the second square formwork (4).
3. Formwork according to claim 2, characterized in that it comprises second girders (8) welded on the outside of said third profiled formwork (7) and in that two adjacent second girders (8) are connected by said connecting elements (6).
4. A formwork according to claim 3, wherein the top of the first girder (5) and the bottom of the second girder (8) are provided with holes, the formwork comprising a second bolt (9), the second bolt (9) passing through the holes on the top of the first girder (5) and the bottom of the second girder (8) to connect the first girder (5) and the second girder (8).
5. Formwork according to claim 2, characterized in that the sum of the height of the right trapezoid formwork (1) and the third square formwork (7) from the ground is greater than the height of the support pipe (2).
6. Formwork according to claim 5, characterized in that it comprises a sleeve (10) fitted near the top of the support tube (2).
7. The formwork according to claim 6, characterized in that it comprises a cross arm (11), said cross arm (11) passing through the top of the sleeve (10) and the third profiled formwork (7) and being connected with the top of the third profiled formwork (7) by means of bolts.
8. A large span support frame foundation casting system, the system comprising:
the template of any one of claims 1 to 7;
a plurality of rows of horizontal steel bars (12) arranged at the bottom of the right-angle trapezoidal template (1);
the vertical setting of a plurality of support I-steel (13) is in the bottom of right angle trapezoidal template (1), and with horizontal reinforcing bar (12) are connected, in order to support horizontal reinforcing bar (12) with right angle trapezoidal template (1) horizontal reinforcing bar (12) with the clearance of support I-steel (13) is poured and is had cement.
9. System according to claim 8, characterized in that it comprises a plurality of auxiliary support bars (14), said auxiliary support bars (14) being connected at one end to said support I-beam (13) and at the other end to the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222000651.3U CN218373993U (en) | 2022-07-28 | 2022-07-28 | Stride across basic abnormal shape template and support frame base pouring system greatly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222000651.3U CN218373993U (en) | 2022-07-28 | 2022-07-28 | Stride across basic abnormal shape template and support frame base pouring system greatly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218373993U true CN218373993U (en) | 2023-01-24 |
Family
ID=84965112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222000651.3U Active CN218373993U (en) | 2022-07-28 | 2022-07-28 | Stride across basic abnormal shape template and support frame base pouring system greatly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218373993U (en) |
-
2022
- 2022-07-28 CN CN202222000651.3U patent/CN218373993U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP7229368B2 (en) | High-speed construction structure and method for secondary lining in excavated tunnels with various cross-sections | |
| CN110820561A (en) | Large cantilever prestress bent cap support device and construction method | |
| CN110700105B (en) | Synchronous construction method for high pier column and tie beam and template used in same | |
| CN209211279U (en) | A kind of strutting system of pier top Cast-in-situ Beam | |
| CN103321155B (en) | Viaduct pier operation platform system and build this system and pour into a mould the method for bridge pier | |
| CN211947993U (en) | Support for large-span cast-in-situ bridge construction | |
| CN218373993U (en) | Stride across basic abnormal shape template and support frame base pouring system greatly | |
| CN210288124U (en) | Prefabricated ligature mould of cast-in-place box girder bottom web reinforcing bar segmentation | |
| CN218061492U (en) | Device for pouring concrete platform on steel structure frame | |
| CN111424948A (en) | Construction method and construction platform for cantilever structure layer of high-rise building | |
| CN214573397U (en) | Construction control support device for side-span cast-in-place section | |
| CN215977664U (en) | Basement structure beneficial to efficient construction | |
| CN216108007U (en) | Concrete beam type bridge and cast-in-situ hidden cover beam thereof | |
| CN205934962U (en) | A system of sliding for underground pipe gallery cast -in -situ construction | |
| CN212003212U (en) | Two lining quick construction structures in multiple variable cross section undercut tunnel | |
| CN115045505A (en) | Device for pouring concrete platform on steel structure frame and construction method | |
| CN212376113U (en) | Bottom template support-free steel truss concrete floor support plate structure | |
| CN105887922B (en) | A kind of method that inwall construction is carried out using truss support device | |
| CN212052355U (en) | Bent cap formwork structure | |
| CN211228134U (en) | Large cantilever prestress bent cap support device | |
| CN211422661U (en) | Large-scale solution cavity punishment structure under tunnel bottom plate | |
| CN210658028U (en) | Continuous rigid frame bridge 0# block support with decorative plate | |
| CN210086062U (en) | Convenient cast-in-place case roof beam of adjusting pours support frame | |
| CN218291841U (en) | Cast-in-situ aqueduct I-steel composite beam template supporting device | |
| CN214459662U (en) | A construction work platform for double column pier |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230712 Address after: 231202 No. 590, prosperous West Road, Feixi County, Hefei City, Anhui Province Patentee after: Anhui shunkai Testing Technology Co.,Ltd. Address before: 230000 Hongyuan building, 1599 Huaining Road, government district, Hefei City, Anhui Province Patentee before: ANHUI TRANSMISSION AND TRANSFORMATION ENGINEERING Co.,Ltd. |
|
| TR01 | Transfer of patent right |