CN215948902U - Cast in situ concrete post template fixing clamp - Google Patents
Cast in situ concrete post template fixing clamp Download PDFInfo
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- CN215948902U CN215948902U CN202122472518.3U CN202122472518U CN215948902U CN 215948902 U CN215948902 U CN 215948902U CN 202122472518 U CN202122472518 U CN 202122472518U CN 215948902 U CN215948902 U CN 215948902U
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- rod
- cast
- inner rod
- longitudinal connecting
- place concrete
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Abstract
The utility model discloses a cast-in-place concrete column template fixing clamp which comprises two U-shaped clamps buckled with each other and two split bolts used for fixing the two U-shaped clamps in a pulling mode, wherein the two split bolts are symmetrically arranged on two sides of the U-shaped clamps, each U-shaped clamp comprises a transverse telescopic web member and two longitudinal connecting rods, each transverse telescopic web member comprises an inner rod, a first outer rod connected to one end of the inner rod and a second outer rod connected to the other end of the inner rod, the two longitudinal connecting rods are symmetrically arranged at two ends of the transverse telescopic web member, screw through holes are formed in the longitudinal connecting rods, and two fastening nuts of the split bolts are respectively arranged on the outer sides of the two U-shaped clamps. The column hoop member is reasonable in structural design and wide in application range, the two U-shaped clamps are fixed together through the split bolts to form the column hoop member for fixing the cast-in-place concrete column template, the operation is simple, the installation and the disassembly are convenient, the template forming quality is good, and the template fixing efficiency of the cast-in-place concrete column can be effectively improved.
Description
Technical Field
The utility model belongs to the technical field of template fixing and tightening devices, and particularly relates to a cast-in-place concrete column template fixing clamp.
Background
The upright column is a common structural form in a building, the modern building usually adopts a form of pouring matched with a mold to form the upright column, in the process, a template needs to be fixed, the traditional construction method mainly adopts a steel pipe and a split bolt to reinforce the column template, the fixing method needs to invest large manpower and material resources, the loss is large, and a large number of scaffolds are needed to install and dismantle a large amount of pouring components, so that time and labor are wasted; when the template is fixed by adopting the steel pipe and the split bolt, the included angle is not easy to control; in addition, along with the size change of the pouring component, steel pipes with different lengths need to be frequently replaced in the installation process, and the working efficiency is very low.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a cast-in-place concrete column template fixing clamp aiming at the defects in the prior art, which has the advantages of reasonable structural design and wide application range, two U-shaped clamps are fixed together by a tie bolt to form a column hoop member for fixing the cast-in-place concrete column template, the operation is simple, the installation and the disassembly are convenient, the template forming quality is good, the adaptive adjustment can be carried out according to the actual size of the stand column, and the template fixing efficiency of the cast-in-place concrete column can be effectively improved.
In order to solve the technical problems, the utility model adopts the technical scheme that: the utility model provides a cast in situ concrete post template fixed fixture which characterized in that: u type card and two including two looks locks are used for tying fixed split bolt, two with two U type card draw the split bolt symmetry lay in the both sides of U type card, U type card includes horizontal flexible web member and two longitudinal tie rods of fixing respectively at horizontal flexible web member both ends, horizontal flexible web member includes interior pole, connects at the first outer pole of interior pole one end and connects at the second outer pole of the interior pole other end, two longitudinal tie rod symmetry lays at the both ends of horizontal flexible web member, set up on the longitudinal tie rod with the screw rod perforation of split bolt's screw rod looks adaptation, lay respectively in the outside of two U type cards two fastening nuts to the split bolt.
Foretell cast in situ concrete post template fixed fixture, its characterized in that: the first outer rod and the second outer rod are sleeved outside the inner rod, one end of the inner rod is fixed in the first outer rod, and the other end of the inner rod is slidably mounted in the second outer rod.
Foretell cast in situ concrete post template fixed fixture, its characterized in that: a sliding groove is formed in the second outer rod, and a threaded column capable of sliding along the sliding groove is arranged on the inner rod.
Foretell cast in situ concrete post template fixed fixture, its characterized in that: one end of the threaded column is fixed on the inner rod, the threaded column is perpendicular to the inner rod, and the other end of the threaded column penetrates through the sliding groove and then is connected with the locking nut.
Foretell cast in situ concrete post template fixed fixture, its characterized in that: the screw rod through hole is formed in the length direction of the longitudinal connecting rod, and the screw rod through hole is communicated with the two ends of the longitudinal connecting rod.
Foretell cast in situ concrete post template fixed fixture, its characterized in that: the inner rod, the first outer rod, the second outer rod and the longitudinal connecting rod are all made of square steel.
Compared with the prior art, the utility model has the following advantages:
1. the two U-shaped clamps are fixed together by the split bolts to form the column hoop for fixing the cast-in-place concrete column template, so that the column hoop is simple to operate, convenient to install and disassemble, good in template forming quality and capable of effectively improving the template fixing efficiency of the cast-in-place concrete column.
2. According to the utility model, the U-shaped clamp is formed by respectively arranging the longitudinal connecting rods at the two ends of the transverse telescopic web member, so that the adaptability adjustment can be carried out according to the actual size of the stand column, and the application range is wide.
In conclusion, the column hoop member is reasonable in structural design and wide in application range, the two U-shaped clamps are fixed together through the split bolts to form the column hoop member for fixing the cast-in-place concrete column template, the operation is simple, the installation and the disassembly are convenient, the template forming quality is good, the adaptability adjustment can be performed according to the actual size of the stand column, and the template fixing efficiency of the cast-in-place concrete column can be effectively improved.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
Description of reference numerals:
1-split bolt; 1-screw; 1-2-fastening a nut;
2-transversely stretching web members; 2-1-inner rod; 2-2 — a first outer rod;
2-3-a second outer rod; 3-longitudinal connecting rod; 4, a threaded column;
and 5, locking the nut.
Detailed Description
As shown in figure 1, the utility model comprises two U-shaped cards which are buckled with each other and two split bolts 1 which are used for fixing the two U-shaped cards in a pulling way, the two split bolts 1 are symmetrically arranged at two sides of the U-shaped cards, the U-shaped clamp comprises a transverse telescopic web member 2 and two longitudinal connecting rods 3 which are respectively fixed at two ends of the transverse telescopic web member 2, the transverse telescopic web members 2 comprise an inner rod 2-1, a first outer rod 2-2 connected with one end of the inner rod 2-1 and a second outer rod 2-3 connected with the other end of the inner rod 2-1, the two longitudinal connecting rods 3 are symmetrically arranged at two ends of the transverse telescopic web members 2, the longitudinal connecting rod 3 is provided with a screw through hole matched with the screw 1-1 of the split bolt 1, two fastening nuts 1-2 of the split bolt 1 are respectively arranged at the outer sides of the two U-shaped clamps.
During the in-service use, form a post hoop that fixes cast in situ concrete post template through split bolt 1 with two U type clamps drawknot are fixed together, easy operation, be convenient for installation and dismantlement, the template shaping is of high quality, can effectively improve the fixed efficiency of template of cast in situ concrete post.
It should be noted that, form through setting up a longitudinal tie rod 3 respectively at horizontal flexible web member 2 both ends U type card, can carry out adaptability according to the actual size of stand and adjust, application scope is extensive.
In specific implementation, the two longitudinal connecting rods 3 of the U-shaped clamp are respectively connected to the first outer rod 2-2 and the second outer rod 2-3.
In this embodiment, the first outer rod 2-2 and the second outer rod 2-3 are both sleeved outside the inner rod 2-1, one end of the inner rod 2-1 is fixed in the first outer rod 2-2, and the other end of the inner rod 2-1 is slidably mounted in the second outer rod 2-3.
When the novel telescopic rod is actually used, the inner rod 2-1 and the first outer rod 2-2 are integrally formed, and the second outer rod 2-3 is sleeved outside the inner rod 2-1 and can slide along the length direction of the inner rod 2-1.
In this embodiment, the second outer rod 2-3 is provided with a sliding groove, and the inner rod 2-1 is provided with a threaded post 4 capable of sliding along the sliding groove.
When the sliding groove is actually used, the sliding groove is a kidney-shaped groove formed in the outer side of the second outer rod 2-3, the threaded column 4 is fixedly welded with the inner rod 2-1, and the threaded column 4 is arranged on the inner rod 2-1, so that the inner rod 2-1 can be guided, and meanwhile, the inner rod 2-1 can be pushed to slide along the second outer rod 2-3 through the threaded column 4, and operation of workers is facilitated.
In specific implementation, in order to facilitate processing and manufacturing, the sliding groove formed in the second outer rod 2-3 is communicated with one end, close to the inner rod 2-1, of the second outer rod 2-3.
In the embodiment, one end of the threaded column 4 is fixed on the inner rod 2-1, the threaded column 4 is perpendicular to the inner rod 2-1, and the other end of the threaded column 4 penetrates through the sliding groove and then is connected with the locking nut 5.
In practical use, after the length of the transverse telescopic web member 2 is determined, the inner rod 2-1 is pushed to slide in place through the threaded column 4, then the locking nut 5 is installed on the threaded column 4 and screwed down, and the inner rod 2-1 and the second outer rod 2-3 are locked and fixed by the pressing force of the locking nut 5.
It should be noted that the locking nut 5 is assembled with the thread of the threaded column 4, so that the adjustment is convenient, and meanwhile, the fixing efficiency of the cast-in-place concrete column template can be effectively improved.
In this embodiment, the screw through hole is formed along the length direction of the longitudinal connecting rod 3, and the screw through hole is communicated with both ends of the longitudinal connecting rod 3.
During the in-service use, the split bolt 1 is mutually perpendicular with horizontal flexible web member 2, when carrying out the fixed of cast in situ concrete column template, and split bolt 1 passes the vertical connecting rod 3 of the last lock of two U type clamps in proper order.
In this embodiment, the inner rod 2-1, the first outer rod 2-2, the second outer rod 2-3 and the longitudinal connecting rod 3 are all made of square steel.
In actual use, the side length of the square steel adopted by the inner rod 2-1 is smaller than that of the square steel adopted by the first outer rod 2-2, and the first outer rod 2-2, the second outer rod 2-3 and the longitudinal connecting rod 3 are processed by the square steel with the same size.
When the U-shaped clamp is actually used, firstly, a U-shaped clamp is arranged on one side of a cast-in-place concrete column template, a threaded column 4 is pushed to enable two longitudinal connecting rods 3 of the U-shaped clamp to be respectively attached to the cast-in-place concrete column template, and then locking and fixing are carried out through a locking nut 5; then another U-shaped card is installed in the same method, and the two U-shaped cards are oppositely arranged; and finally, installing a split bolt 1 on the longitudinal connecting rod 3 buckled on the two U-shaped clamps, so that the two U-shaped clamps are fixed by the two split bolts 1 in a pulling manner.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (6)
1. The utility model provides a cast in situ concrete post template fixed fixture which characterized in that: the U-shaped clamp comprises two U-shaped clamps buckled with each other and two split bolts (1) used for fixing the two U-shaped clamps in a pulling mode, the split bolts (1) are symmetrically arranged on two sides of the U-shaped clamp, the U-shaped clamp comprises a transverse telescopic web member (2) and two longitudinal connecting rods (3) fixed to two ends of the transverse telescopic web member (2) respectively, the transverse telescopic web member (2) comprises an inner rod (2-1), a first outer rod (2-2) connected to one end of the inner rod (2-1) and a second outer rod (2-3) connected to the other end of the inner rod (2-1), the longitudinal connecting rods (3) are symmetrically arranged at two ends of the transverse telescopic web member (2), screw penetrating holes matched with screw rods (1-1) of the split bolts (1) are formed in the longitudinal connecting rods (3), and two fastening nuts (1-2) of the split bolts (1) are arranged on the two U-shaped clamps respectively And (3) the outer side.
2. The cast-in-place concrete column template fixing clamp according to claim 1, characterized in that: the first outer rod (2-2) and the second outer rod (2-3) are sleeved outside the inner rod (2-1), one end of the inner rod (2-1) is fixed in the first outer rod (2-2), and the other end of the inner rod (2-1) is slidably mounted in the second outer rod (2-3).
3. The cast-in-place concrete column template fixing clamp according to claim 2, characterized in that: a sliding groove is formed in the second outer rod (2-3), and a threaded column (4) capable of sliding along the sliding groove is arranged on the inner rod (2-1).
4. The cast-in-place concrete column template fixing clamp according to claim 3, characterized in that: one end of the threaded column (4) is fixed on the inner rod (2-1), the threaded column (4) is perpendicular to the inner rod (2-1), and the other end of the threaded column (4) penetrates through the sliding groove and then is connected with the locking nut (5).
5. The cast-in-place concrete column template fixing clamp according to claim 1, characterized in that: the screw rod through hole is formed along the length direction of the longitudinal connecting rod (3), and the screw rod through hole is communicated with the two ends of the longitudinal connecting rod (3).
6. The cast-in-place concrete column template fixing clamp according to claim 1, characterized in that: the inner rod (2-1), the first outer rod (2-2), the second outer rod (2-3) and the longitudinal connecting rod (3) are all made of square steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122472518.3U CN215948902U (en) | 2021-10-13 | 2021-10-13 | Cast in situ concrete post template fixing clamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122472518.3U CN215948902U (en) | 2021-10-13 | 2021-10-13 | Cast in situ concrete post template fixing clamp |
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| Publication Number | Publication Date |
|---|---|
| CN215948902U true CN215948902U (en) | 2022-03-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202122472518.3U Active CN215948902U (en) | 2021-10-13 | 2021-10-13 | Cast in situ concrete post template fixing clamp |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115405094A (en) * | 2022-09-26 | 2022-11-29 | 中建三局第三建设工程有限责任公司 | Cylinder construction device and method |
-
2021
- 2021-10-13 CN CN202122472518.3U patent/CN215948902U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115405094A (en) * | 2022-09-26 | 2022-11-29 | 中建三局第三建设工程有限责任公司 | Cylinder construction device and method |
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