CN213115483U - Construction structure - Google Patents
Construction structure Download PDFInfo
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- CN213115483U CN213115483U CN202021051178.6U CN202021051178U CN213115483U CN 213115483 U CN213115483 U CN 213115483U CN 202021051178 U CN202021051178 U CN 202021051178U CN 213115483 U CN213115483 U CN 213115483U
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Abstract
The utility model discloses a construction structure, it includes the movable mould board, supports support body and a plurality of slipform template, and the movable mould board slope sets up, supports the support body and is provided with the regulation pole that can advance and retreat, adjusts the front end and the movable mould board installation of pole. When the sliding formwork of the variable cross-section wall column is constructed, the sliding formwork is lifted along with the increase of the pouring height, and the movable formwork is pushed by the adjusting rod to be attached to the concrete surface, so that the construction quality of the variable cross-section wall column is ensured. The utility model discloses but wide application in construction technical field.
Description
Technical Field
The utility model relates to a construction technical field, in particular to construction structure.
Background
According to the analysis of the problems existing in the sliding construction of the conventional bin body sliding formwork, the following problems are found in the conventional construction, so that the sliding formwork construction quality is poor: (1) in general, due to the existence of the corner angles of the wall columns, the concrete demolding quality of the male and female corner positions in the slip form construction project is poor, especially at door and window openings; (2) in the past, concrete is directly poured in the vertical direction and lifted after the steel die is erected, the steel die does not need to be adjusted, and the dynamic adjustment requirement of an armpit part cannot be met; (3) because one side of the variable cross-section stud is firstly demoulded with the steel die in the sliding die lifting process of the stud cross-section, the wiping action at the section of the steel die cannot be obtained in the lifting process, and the flatness at the variable cross-section and the integral demoulding quality are difficult to ensure; (4) because the horizontal cross section of bin body pilaster reduces along with the height-increasing gradually, the formwork demand of variable cross section pilaster can't be satisfied to traditional slipform construction technology.
SUMMERY OF THE UTILITY MODEL
For solving at least one among the above-mentioned technical problem, ensure the slipform construction quality of variable cross section wall post, the utility model provides a construction structure, the technical scheme who adopts as follows:
the utility model provides a construction structures includes movable mould board, support body and a plurality of slipform template, the movable mould board slope sets up, it is provided with the regulation pole that can advance and retreat to support the support body, adjust the front end of pole with the movable mould board installation.
The utility model discloses an in some embodiments, adjust the pole and adopt adjusting screw, it is provided with and is used for the installation to support the support body adjusting screw's fixation nut, it is rotatory adjusting screw makes the movable mould board removes.
In some embodiments of the present invention, the movable form is provided with a concrete sliding surface adjusting plate.
In some embodiments of the present invention, the concrete sliding surface adjusting plate comprises a clear water template and a square timber.
In some embodiments of the present invention, the fair-faced formwork is mainly made of fair-faced concrete.
The utility model discloses an in some embodiments, the support body is provided with first strutbeam, fixation nut sets up on the first strutbeam.
In some embodiments of the present invention, the support frame body is provided with a second support beam for supporting the adjusting screw rod.
In some embodiments of the present invention, the slip form is a steel form.
In some embodiments of the present invention, the movable form is a steel form.
The embodiment of the utility model has the following beneficial effect at least: when the sliding formwork of the variable cross-section wall column is constructed, the sliding formwork is lifted along with the increase of the pouring height, and the movable formwork is pushed by the adjusting rod to be attached to the concrete surface, so that the construction quality of the variable cross-section wall column is ensured. The utility model discloses but wide application in construction technical field.
Drawings
FIG. 1 is a schematic structural view of a deformed variable cross-section structural wall column formwork;
FIG. 2 is a cross-sectional view taken along line A-A of FIG. 1;
FIG. 3 is a schematic view of the lifting of the slipform assembly;
FIG. 4 is a schematic view of a construction configuration;
FIG. 5 is a schematic structural view of a concrete sliding surface adjusting plate;
fig. 6 is a left side view of the structure of fig. 5.
Detailed Description
The present invention will be further described with reference to fig. 1 to 6.
The utility model relates to a construction structures, it includes movable mould board 12, support body 20 and a plurality of slipform template 11, and movable mould board 12 and each slipform template 11 constitute the slipform combined bay that is used for pouring granary dysmorphism variable cross section structure pilaster to through the stiffening beam fastening, wherein, the slope of movable mould board 12 sets up, in order to pour the different variable cross section structure of granary. The slip form combined frame is gradually lifted in the pouring process, and the movable template 12 is moved simultaneously, so that the requirement of variable cross-section construction is met in the slip form construction process, and the problem of formwork support of the variable cross-section end of the special-shaped variable cross-section wall column is solved to a great extent. Specifically, the support frame body 20 is provided with an adjusting rod capable of advancing and retreating, the adjusting rod can be fixed after being adjusted in position on the support frame body 20, the front end of the adjusting rod is mounted with the movable template 12, the movable template 12 is advanced and retreated by moving the adjusting rod, so that the size of the section of the wall column is controlled, the construction is convenient and fast to adjust, and the construction time and the construction cost are saved.
The utility model discloses an in some embodiments, adjust the pole and adopt adjusting screw 13, adjusting screw 13's front end and movable mould board 12 installation, but relative rotation between adjusting screw 13's front end and the movable mould board 12, support body 20 and be provided with the fixation nut who is used for installing adjusting screw 13, thereby adjusting screw 13 is rotatory to be realized removing, makes movable mould board 12 remove through rotatory adjusting screw 13, and convenient easy operation is adjusted in the construction, practices thrift engineering time and construction cost. In some examples, the adjusting rod is a polished rod, and the position of the adjusting rod is fixed on the support frame 20 by a locking screw.
In the construction process, after the concrete is initially set, because the cross section of the wall column with the opposite-shaped structure is reduced along with the height, when the sliding mode combined frame is integrally lifted, the sliding mode plate 11 at the variable cross section position of the wall column can be automatically demoulded along with lifting, when the sliding mode combined frame is integrally lifted to the next height, the movable mode plate 12 is pushed to be adjusted through manually rotating the adjusting screw rod 13, the next-stage concrete pouring is carried out after the movable mode plate 12 is attached to the concrete surface and the adjustment is completed, and the operation is repeated until the construction of the variable cross section wall column and the integral bin body is completed.
The utility model discloses an in some embodiments, adjusting screw 13 is equipped with handle 19, and convenient rotatory adjusting screw 13 during the construction to adjust movable mould board 12 and advance and retreat.
In some embodiments of the present invention, the support frame 20 is fixed on the sliding form assembly frame by welding.
The support frame body 20 is used for the bearing to adjust the pole, the utility model discloses an in some embodiments, the quantity of adjusting the pole can set up to a plurality ofly, and the quantity of supporting the support frame body 20 also can set up to a plurality ofly. For example: the number of the support frame bodies 20 is two, and each support frame body 20 supports two adjusting rods. Specifically, the mounting points of the four adjustment levers on the movable die plate 12 are located at four vertex positions of the rectangle, respectively.
The utility model discloses an in some embodiments, support body 20 and be provided with first back-up beam 17, the both ends setting of first back-up beam 17 is on supporting support body 20, and fixation nut sets up on first back-up beam 17. Further, the support frame body 20 is provided with a second corbel 18 for supporting the adjusting screw 13. In some examples, the adjusting screw 13 rests on the upper side of the second corbel 18; in some examples, the second beam 18 is provided with a through hole through which the adjustment screw 13 can pass.
The utility model discloses an in some embodiments, slipform 11 adopts the steel form, ensures the intensity of template.
In some embodiments of the present invention, the movable mold plate 12 is a steel mold plate, so as to ensure the strength of the mold plate.
The utility model discloses an in some embodiments, movable mould board 12 is provided with concrete slip plane regulating plate 14 for level and smooth concrete slip plane, can effectively solve the concrete quality problem of variable cross section department slip plane, add and establish with low costsly, maneuverability is strong, and the construction effect is good, and after the slip form construction was accomplished, concrete slip plane regulating plate 14 is recoverable recycles. Specifically, in the lifting process of the sliding mode combined frame, due to the fact that the wall columns have variable cross sections, a certain included angle exists between the plane of the variable cross sections and the lifting direction, the movable template 12 is pulled upwards instead of sliding in the demolding process, the movable template 12 is prone to being stuck with concrete, and the defects that the concrete at the variable cross sections is pitted and honeycombed are caused. Therefore, the concrete sliding surface adjusting plate 14 is additionally provided between the movable die plate 12 and the concrete surface. Further, the concrete sliding surface adjusting plate 14 comprises a clear water template 15 and square timbers 16, wherein the square timbers 16 are arranged on the clear water template 15, specifically, the clear water template 15 is mainly made of clear water concrete, and the height and the width of the clear water template are matched with those of the movable template 12. In the lifting process of the slip form combined frame, due to the fact that the square timber 16 in the concrete sliding surface adjusting plate 14 is dragged, the clear water template 15 is lifted synchronously along with the slip form combined frame, in view of the characteristics that the surface flatness of the clear water template 15 is good, demolding is easy and the like, the clear water template 15 and the concrete surface are easy to demold, and the appearance flatness of the concrete at the variable cross section of the wall column can be guaranteed.
The embodiments of the present invention have been described in detail with reference to the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made without departing from the spirit of the present invention within the knowledge of those skilled in the art.
Claims (9)
1. A construction structure is characterized in that: comprises that
A plurality of slip forms (11);
the movable template (12), the said movable template (12) is set up obliquely;
the support frame body (20), support frame body (20) are provided with the regulation pole that can advance and retreat, the front end of adjusting the pole with movable mould board (12) installation.
2. The construction structure according to claim 1, wherein: the adjusting rod adopts an adjusting screw rod (13), the supporting frame body (20) is provided with a fixing nut used for installing the adjusting screw rod (13), and the adjusting screw rod (13) is rotated to enable the movable template (12) to move.
3. The construction structure according to claim 1 or 2, wherein: the movable template (12) is provided with a concrete sliding surface adjusting plate (14).
4. The construction structure according to claim 3, wherein: the concrete sliding surface adjusting plate (14) comprises a clear water template (15) and square timbers (16).
5. The construction structure according to claim 4, wherein: the fair-faced formwork (15) is mainly made of fair-faced concrete.
6. The construction structure according to claim 2, wherein: the support frame body (20) is provided with a first supporting beam (17), and the fixing nut is arranged on the first supporting beam (17).
7. The construction structure according to claim 6, wherein: the support frame body (20) is provided with a second supporting beam (18) for supporting the adjusting screw rod (13).
8. The construction structure according to claim 1, wherein: the sliding formwork (11) adopts a steel formwork.
9. The construction structure according to claim 1, wherein: the movable template (12) is a steel template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021051178.6U CN213115483U (en) | 2020-06-09 | 2020-06-09 | Construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021051178.6U CN213115483U (en) | 2020-06-09 | 2020-06-09 | Construction structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213115483U true CN213115483U (en) | 2021-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021051178.6U Active CN213115483U (en) | 2020-06-09 | 2020-06-09 | Construction structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114622759A (en) * | 2022-04-01 | 2022-06-14 | 广州协安建设工程有限公司 | Sliding formwork construction method for wall columns with different variable cross-section structures of granary |
-
2020
- 2020-06-09 CN CN202021051178.6U patent/CN213115483U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114622759A (en) * | 2022-04-01 | 2022-06-14 | 广州协安建设工程有限公司 | Sliding formwork construction method for wall columns with different variable cross-section structures of granary |
| CN114622759B (en) * | 2022-04-01 | 2023-08-29 | 广州协安建设工程有限公司 | Sliding formwork construction method for wall column with different-deformation cross-section structure of granary |
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