CN217292740U - Cylinder design wood system template structure - Google Patents
Cylinder design wood system template structure Download PDFInfo
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- CN217292740U CN217292740U CN202122917716.6U CN202122917716U CN217292740U CN 217292740 U CN217292740 U CN 217292740U CN 202122917716 U CN202122917716 U CN 202122917716U CN 217292740 U CN217292740 U CN 217292740U
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Abstract
The utility model provides a cylinder design wood system template structure, the cost of having solved current beam column template is high, weight is big, the dismouting is loaded down with trivial details, is unfavorable for the later stage adjustment and the problem of change to the beam column node. The utility model comprises a vertically arranged node beam column template and a plurality of main body column templates; the main body column template comprises two symmetrical arc plates I, and at least two hoops which are arranged at intervals up and down are sleeved on the two arc plates I; the node beam column template comprises two symmetrical arc plates II and a beam joint template, and at least two clamps which are arranged at intervals up and down are sleeved on the two arc plates II; the top of the arc plate II is provided with a beam joint template mounting groove with an upper opening, and one end of the beam joint template is inserted in the beam joint template mounting groove; the upper part of the arc plate II is detachably provided with a beam joint fixing component used for fixing the beam joint template.
Description
Technical Field
The utility model relates to a concrete placement template technical field especially indicates a cylinder design wood system template structure.
Background
In the design concept of house buildings, especially antique buildings, school buildings, vestibule buildings, hallway buildings, entrance hall buildings, lighting hall buildings and the like, the circular section column is more and more applied.
In the construction of a cylindrical structure, most of the currently commonly used beam-column templates are steel shaped beam-column templates, glass beam-column templates, plastic beam-column templates and integrated beam-column wood templates prefabricated and molded by manufacturers;
the steel shaped beam column template has the defects of high manufacturing cost, heavy weight, fussy disassembly and assembly, much labor input and complex construction process;
although the glass beam column template and the plastic beam column template have the advantages of light weight and rapidness, the glass beam column template and the plastic beam column template also have the defects of easy bubble formation, large arc deformation, easy damage and the like;
when the integrated cylindrical wood formwork is adopted, the specification parameters of the integrated cylindrical wood formwork formulated by a manufacturer are excessively depended during construction, and the post adjustment and the modification of the beam-column joint are particularly troublesome.
SUMMERY OF THE UTILITY MODEL
In order to solve the cost height, the heavy, the dismouting loaded down with trivial details of the current beam column template that exists among the background art, be unfavorable for the later stage adjustment to the beam column node and the problem of change, the utility model provides a cylinder design wood system template structure.
The technical scheme of the utility model is that: a cylindrical shaped wooden template structure comprises a node beam column template and a plurality of main body column templates which are vertically arranged, wherein the main body column templates and the node beam column templates are used for being sleeved on a cylindrical reinforcement cage, the adjacent main body column templates are spliced up and down, and the bottom of the node beam column template is contacted with the top of the main body column template on the uppermost part;
the main body column template comprises two symmetrical arc plates I, at least two hoops which are arranged at intervals up and down are sleeved on the two arc plates I, and the two arc plates I are spliced into a hollow cylinder structure I with a closed side surface under the hooping action of the hoops;
the node beam column template comprises two symmetrical arc plates II and a beam joint template, wherein at least two clamps which are arranged at intervals are sleeved on the two arc plates II, the two arc plates II are spliced into a hollow cylinder structure II with a closed side surface under the clamping action of the clamps, and the inner diameter of the hollow cylinder structure II is equal to that of the hollow cylinder structure I;
the top of the arc-shaped plate II is provided with a beam joint template mounting groove with an upper opening, the beam joint template is a U-shaped groove plate structure which is through from left to right and has an upper opening, and one end of the beam joint template is inserted in the beam joint template mounting groove and is flush with the inner side surface of the hollow cylindrical structure II;
the upper part of the hollow cylinder structure II is detachably provided with a beam joint fixing component used for fixing a beam joint template.
Preferably, the beam joint fixing member includes a rib plate of a sector plate structure and a split bolt;
the rib plates are horizontally inserted between two adjacent beam joint templates, the split bolts penetrate through the upper parts of the two arc-shaped plates II, and vertical limiting plates are arranged at two ends of each split bolt;
the two limiting plates fix the two corresponding rib plates on the arc-shaped plate II under the opposite pulling action of the opposite pulling bolt.
Preferably, be equipped with the split bolt hole II that supplies the split bolt to pass on the limiting plate, the limiting plate is equipped with the draw-in groove board pair towards one side of arc II, and every draw-in groove board sets up and follows the draw-in groove board that the horizontal direction extends including two upper and lower intervals, forms the notch that is used for blocking the floor between two draw-in groove boards.
Preferably, two connecting seams I extending up and down are formed after the two arc-shaped plates I are spliced, and two connecting seams II extending up and down are formed after the two arc-shaped plates II are spliced;
two adjacent connecting seams I are staggered from top to bottom, and the connecting seam I and the connecting seam II on the top are staggered from each other.
Preferably, horizontal annular gaps are formed between the two adjacent main body column templates in the vertical direction and between the uppermost main body column template and the node beam column template;
the annular gap is covered with a steel belt for reinforcing the strength of the connection structure, and the steel belt is fixedly connected end to form an annular belt structure.
Preferably, the hoop comprises a hoop ring with a notch, two opposite pulling plates are fixedly arranged at two end openings of the hoop ring, an installation groove with a front opening is formed in the middle of each opposite pulling plate, a T-shaped screw rod is arranged in the installation groove, and a fastening nut in threaded fit is arranged on the T-shaped screw rod;
two symmetrical fixing sleeves are fixedly arranged on the hoop, and a straight head of the T-shaped screw is rotatably inserted in the fixing sleeves;
the T-shaped screw rod and the fastening nut are matched to adjust the gap between the two opposite pulling plates so as to adjust the tightness of the hoop.
The utility model has the advantages that: (1) the column structure of the invention is mainly processed and manufactured into a shaped semi-arc column by two clad plywood moulds, and has the characteristics of easy field manufacture, convenient and flexible use, low cost and the like.
(2) The detachable free assembly structure of the main body column template and the node beam column template is adopted, so that the detachable free assembly structure not only can meet the pouring requirements of concrete beams and columns with different heights, but also is convenient to transport and move, the adjusted and changed beam column nodes are convenient to construct, and the main body column template and the node beam column template are recycled after the construction is finished.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic view of the main structure of example 1;
FIG. 2 is a schematic top view of the structure of FIG. 1;
FIG. 3 is a schematic structural view of an upper region of one of the arcuate panels II of the nodal beam column template of FIG. 1;
FIG. 4 is a schematic view of the structure of the clamp of FIG. 1;
fig. 5 is a schematic perspective view of a limiting plate in fig. 1;
in the figure, 1, main body column template, 2, connecting seam I, 3, clamp, 301, hoop, 302, split plate, 303, T-shaped screw, 304, fastening nut, 305, fixed cover, 4, node beam column template, 401, arc plate II, 402, beam joint template mounting groove, 403, split bolt hole I, 404, semi-arc slotted hole, 5, connecting seam II, 6, steel band, 7, beam joint template, 8, ribbed slab, 9, split bolt, 10, limiting plate, 1001, split bolt hole II, 1002, clamping groove plate.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Example 1: the utility model provides a cylinder design wood system template structure, as shown in figure 1, including the node beam column template and a plurality of main part post template 1 of vertical setting, main part post template 1 and node beam column template all are used for the cover to establish on the cylindricality steel reinforcement cage, and adjacent main part post template 1 splices from top to bottom, and the bottom of node beam column template contacts with the top of the main part post template 1 on top.
The main body column template 1 comprises two symmetrical arc plates I, at least two clamps 3 which are arranged at an upper interval and a lower interval are sleeved on the two arc plates I, and the two arc plates I are spliced into a hollow cylinder structure I with a closed side under the clamping effect of the clamps 3.
The node beam column template comprises two symmetrical arc plates II401 and a beam joint template 7, and two clamps 3 which are arranged at an upper interval and a lower interval are sleeved on the two arc plates II 401.
In order to more conveniently disassemble and assemble the clamp 3, the clamp 3 in this embodiment has a structure as shown in fig. 1 and 4, the clamp 3 includes a hoop 301 with a notch, two opposite pulling plates 302 are fixedly disposed at two ports of the hoop 301, an installation groove with a front opening is disposed in the middle of the opposite pulling plates 302, a T-shaped screw 303 is disposed in the installation groove, and a fastening nut 304 with a thread fit is disposed on the T-shaped screw 303.
Two symmetrical fixing sleeves 305 are fixedly arranged on the hoop 301, and a straight head of the T-shaped screw 303 is rotatably inserted in the fixing sleeves 305.
The T-shaped screw 303 and the fastening nut 304 cooperate to adjust the gap between the two tension plates 302 to adjust the tightness of the hoop 301.
The T-shaped bolt fastening technology (the combination of the T-shaped screw 303, the fastening nut 304 and the mounting groove) imitating the fastener type realizes the quick construction and quick disassembly of the hoop 3. The fixed sleeve 305 is matched with the T-shaped screw 303, so that the problem of large loss of bolt accessories in the template reinforcing process is solved.
The two arc plates II401 are spliced into a hollow cylinder structure II with a closed side face under the hooping action of the hoop 3, and the inner diameter of the hollow cylinder structure II is equal to that of the hollow cylinder structure I.
As shown in fig. 2 and 3, two upper-opening beam joint formwork installation grooves 402 are formed in the top of the arc-shaped plate II401, the beam joint formwork 7 is a U-shaped groove plate structure with through left and right openings and an upper opening, and one end of the beam joint formwork 7 is inserted into the beam joint formwork installation groove 402 and is flush with the inner side surface of the hollow cylindrical structure II.
The upper portion of hollow cylinder structure II can be dismantled and be equipped with the roof beam that is used for fixed beam to connect template 7 and connect the fixed component, and the roof beam connects the fixed component and is used for preventing hollow cylinder structure II's upper portion from taking place to warp simultaneously.
Specifically, as shown in fig. 1 and 2, the beam joint fixing member includes a rib plate 8 of a sector plate structure and two split bolts 9.
The rib plate 8 is horizontally inserted between two adjacent beam joint formworks 7, and in order to stabilize the beam joint formworks 7, an upper layer and a lower layer of rib plates 8 are arranged between the two adjacent beam joint formworks 7 in the embodiment.
The split bolt 9 is arranged on the upper portions of the two arc plates II401 in a penetrating mode, and the two ends of the split bolt 9 are provided with vertical limiting plates 10.
As shown in fig. 5, the limiting plate 10 is provided with a split bolt hole II1001 for the split bolt 9 to pass through, the limiting plate 10 is provided with a pair of slot plates towards one side of the arc plate II401, each pair of slot plates includes two slot plates 1002 arranged at an upper and lower interval and extending along the horizontal direction, and a notch for clamping the rib plate 8 is formed between the two slot plates 1002.
The two limiting plates 10 fix the two corresponding ribs 8 on the arc-shaped plate II401 under the counter-pulling action of the counter-pulling bolts 9.
Two connecting seams I2 extending up and down are formed after the two arc plates I are spliced, and two connecting seams II5 extending up and down are formed after the two arc plates II401 are spliced. In order to enhance the structural strength of the main body column template 1 and the node beam column template after installation, two connecting seams I2 adjacent in the vertical direction are mutually staggered, and the uppermost connecting seam I2 and the uppermost connecting seam II5 are mutually staggered.
Horizontal annular gaps are formed between the two main body column templates 1 which are adjacent in the vertical direction, between the main body column template 1 at the top and the node beam column template 4. After the total height after main part post template 1 and the installation of node beam column template exceeded 3m, cover the steel band 6 that sets up to be used for additional joint structural strength in annular seam department, 6 end to end welded connections of steel band form the annular band structure.
The construction principle is as follows: (1) before the main body column template 1 and the node beam column template 4 are installed, the concrete ground at the column root is checked, if the concrete bottom surface at the column root cannot meet the flatness requirement, 1:1 cement mortar is adopted for leveling and then the installation can be carried out, and concrete construction joints in the column cross section are roughened and washed clean.
(2) And tightly attaching the template positioning line template to a position, aligning the interfaces of the main body column template 1 and the interfaces of the main body column template 1 and the joint beam column template 4, hooping the main body column template 1 and the joint beam column template 4 by using a hoop 3, and connecting the main body column template 1 and the joint beam column template 4 with a scaffold support system by using horizontal hooping.
For the cylinders with the height larger than 3 meters, the adjacent connecting seams I and the connecting seams I and II need to be installed in a staggered mode by 600mm, and a steel belt 6 is additionally arranged at the annular seam for reinforcement.
(3) After the reinforcing steel bars of the control cylinder are installed, 1 positioning reinforcing steel bar is arranged on the cylinder at the interval of 1 meter from top to bottom. The cylindrical formwork must first correct the position of the reinforcing bars before formwork erection.
(4) The node beam column template 4 is spliced on site, and is installed and fixed by a wood ribbed slab 8 after splicing. The split bolts 9 penetrating through the M14mm at the upper parts of the arc-shaped plates II401 between the beams are split, so that the template at the beam-column joint is prevented from die running and deforming, and the cast-in-place structure is accurate in size.
(5) After the installation of the cylindrical setting wooden template is completed, the perpendicularity of the cylindrical setting wooden template is checked and corrected by matching a hanging wire with a steel ruler by adopting a parallel line casting method, so that the cylindrical setting wooden template meets the standard requirement.
(6) The device is suitable for the integral cast-in-place construction of the frame structure round column with the height of less than 6m and the diameter of within 1.3m of various industrial and civil building support columns.
Example 2: the utility model provides a cylinder design wood system template structure, this embodiment is different from embodiment 1 in that, main part post template 1 is equipped with three clamp 3 from top to bottom at interval. The other structure is the same as embodiment 1.
Example 3: the present embodiment is different from embodiment 1 in that the hoop 3 adopts a common hoop structure. The other structure is the same as embodiment 1.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a cylinder design wood system template structure which characterized in that: the steel bar cage comprises a node beam-column template and a plurality of main body column templates (1) which are vertically arranged, wherein the main body column templates (1) and the node beam-column templates are used for being sleeved on a cylindrical steel bar cage, the adjacent main body column templates (1) are vertically spliced, and the bottom of each node beam-column template is contacted with the top of the main body column template (1) on the uppermost part;
the main body column template (1) comprises two symmetrical arc-shaped plates I, at least two clamping hoops (3) which are arranged at intervals up and down are sleeved on the two arc-shaped plates I, and the two arc-shaped plates I are spliced into a hollow cylinder structure I with a closed side under the clamping action of the clamping hoops (3);
the node beam column template comprises two symmetrical arc plates II (401) and a beam joint template (7), at least two clamps (3) which are arranged at intervals up and down are sleeved on the two arc plates II (401), the two arc plates II (401) are spliced into a hollow cylinder structure II with a closed side under the clamping action of the clamps (3), and the inner diameter of the hollow cylinder structure II is equal to that of the hollow cylinder structure I;
the top of the arc-shaped plate II (401) is provided with a beam joint template mounting groove (402) with an upper opening, the beam joint template (7) is a U-shaped groove plate structure which is through from left to right and has an upper opening, and one end of the beam joint template (7) is inserted in the beam joint template mounting groove (402) and is flush with the inner side surface of the hollow cylindrical structure II;
the upper part of the hollow cylinder structure II is detachably provided with a beam joint fixing component for fixing a beam joint template (7).
2. A cylindrical shaped wooden form as claimed in claim 1, wherein: the beam joint fixing component comprises a rib plate (8) with a sector plate structure and a split bolt (9);
the rib plates (8) are horizontally inserted between two adjacent beam joint templates (7), the split bolts (9) penetrate through the upper parts of the two arc-shaped plates II (401), and vertical limiting plates (10) are arranged at two ends of each split bolt (9);
the two limiting plates (10) fix the two corresponding rib plates (8) on the arc-shaped plate II (401) under the counter-pulling action of the counter-pulling bolts (9).
3. A cylindrical shaped wooden form as claimed in claim 2, wherein: be equipped with on limiting plate (10) and supply to drawing bolt hole II (1001) that drawing bolt (9) passed, limiting plate (10) are equipped with draw-in groove board pair towards one side of arc II (401), and every draw-in groove board is to including two draw-in groove boards (1002) that the interval set up about and extend along the horizontal direction, forms the notch that is used for blocking floor (8) between two draw-in groove boards (1002).
4. A cylindrical shaped wooden form structure as claimed in any one of claims 1 to 3, wherein: two connecting seams I (2) extending up and down are formed after the two arc-shaped plates I are spliced, and two connecting seams II (5) extending up and down are formed after the two arc-shaped plates II (401) are spliced;
two adjacent connecting seams I (2) are staggered with each other in the vertical direction, and the connecting seam I (2) at the top and the connecting seam II (5) are staggered with each other.
5. A cylindrical shaped wooden form structure as claimed in any one of claims 1 to 3, wherein: horizontal annular gaps are formed between two main column templates (1) which are adjacent in the vertical direction, and between the uppermost main column template (1) and the node beam column template (4);
the annular gap is covered with a steel belt (6) for reinforcing the strength of the connecting structure, and the steel belt (6) is fixedly connected end to form an annular belt structure.
6. A cylindrical stabilized wood formwork structure, as defined in any one of claims 1-3, wherein: the hoop (3) comprises a hoop (301) with a notch, two opposite pulling plates (302) are fixedly arranged at two end openings of the hoop (301), an installation groove with a front opening is formed in the middle of each opposite pulling plate (302), a T-shaped screw (303) is arranged in the installation groove, and a fastening nut (304) in threaded fit is arranged on each T-shaped screw (303);
two symmetrical fixing sleeves (305) are fixedly arranged on the hoop (301), and a straight head of the T-shaped screw (303) is rotatably inserted into the fixing sleeves (305);
the T-shaped screw (303) and the fastening nut (304) are matched to adjust the gap between the two pulling plates (302) so as to adjust the tightness of the hoop (301).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122917716.6U CN217292740U (en) | 2021-11-25 | 2021-11-25 | Cylinder design wood system template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122917716.6U CN217292740U (en) | 2021-11-25 | 2021-11-25 | Cylinder design wood system template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217292740U true CN217292740U (en) | 2022-08-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122917716.6U Active CN217292740U (en) | 2021-11-25 | 2021-11-25 | Cylinder design wood system template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217292740U (en) |
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2021
- 2021-11-25 CN CN202122917716.6U patent/CN217292740U/en active Active
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