CN209780227U - Building template structure - Google Patents
Building template structure Download PDFInfo
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- CN209780227U CN209780227U CN201920252095.4U CN201920252095U CN209780227U CN 209780227 U CN209780227 U CN 209780227U CN 201920252095 U CN201920252095 U CN 201920252095U CN 209780227 U CN209780227 U CN 209780227U
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Abstract
The utility model discloses a building template structure, which comprises two template units and a plurality of split bolts; the template unit includes: a panel; the main keels are arranged side by side at intervals and are at least attached to the panel through the support plates; the secondary keels are staggered with the main keels and abut against the main keels; under the user state, two template units set up relatively, pour the wall body between the two, and the split bolt can pass two corresponding twice fossil fragments of two template units to compress tightly secondary fossil fragments, main joist, panel and wall body. The utility model provides a panel of building templates structure is difficult for the compressive deformation, crooked, and the structural strength of whole template support system is higher.
Description
Technical Field
The utility model relates to a build building technical field, concretely relates to building template structure.
Background
The building formwork structure is a temporary supporting structure, which is manufactured according to the design requirement, so that the concrete structure and the members are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the members is kept, and the self weight of the building formwork and the external load acting on the building formwork are born. The existing building template has a single structural form.
therefore, how to provide a new building template structure remains a technical problem to be solved by those skilled in the art.
SUMMERY OF THE UTILITY MODEL
the utility model aims at providing a building templates structure, this building templates structure's panel is difficult for receiving the pressure deformation, crooked, and the structural strength of whole template support system is higher.
In order to solve the technical problem, the utility model provides a building template structure, which comprises two template units and a plurality of split bolts; the template unit includes: a panel; the main keels are arranged side by side and at intervals, and are at least attached to the panel through the support plates; the secondary keels are staggered with the main keels and abut against the main keels; under the user state, two the template unit sets up relatively, has pour the wall body between the two, split bolt can pass two the corresponding two of template unit the secondary joist to compress tightly the secondary joist main joist the panel and the wall body.
By adopting the structure, as the shell is at least attached to the panel through the support plate, compared with the mode that the side plate part of the groove-shaped plate is directly attached to the panel, the local attaching area between the main keel and the panel is increased, the local pressure intensity can be reduced, the panel is not easy to deform and bend under pressure, the possibility of repeated use of the building template structure is provided, and meanwhile, the integral stability of the whole template supporting system is also favorably ensured; the lining arranged in the shell can improve the strength of the main keel, improve the impact resistance and deformation resistance of the whole formwork supporting system and ensure the quality of the wall body.
In addition, the construction template structure can be reinforced by matching the split bolts with the secondary keels, so that the structural rigidity of the whole system is improved, and the mold expansion phenomenon of concrete engineering in the construction process can be avoided to a greater extent; and because the split bolt does not directly pass through the main keel, the strength and the service life of the main keel can be ensured.
Optionally, the housing is a steel plate.
optionally, the liner is a batten.
Optionally, the extension board includes laminating board portion and reinforcing plate portion, and the two is the contained angle setting, just the extension board with laminating board portion with the panel is laminated mutually.
Optionally, the secondary joist comprises two compression beams arranged side by side; the split bolt comprises a screw rod, a clamp and a nut, the screw rod can pass through the pressure beams, the clamp is sleeved on the screw rod and clamped with the pressure beams, and the nut is screwed on the screw rod and can compress the clamp.
Optionally, the compression beam is a steel pipe.
Optionally, the clip has two arc-shaped bayonets, and the bayonets are matched with the outer wall surface of the pressing beam.
Optionally, the clamp further comprises a backing plate, and the backing plate is arranged between the clamp and the nut.
Optionally, each main runner extends in a longitudinal direction and each cross runner extends in a transverse direction.
Optionally, each main keel is arranged at equal intervals, and each secondary keel is arranged at equal intervals.
drawings
fig. 1 is a schematic structural diagram of an embodiment of a building formwork structure provided in the present invention;
FIG. 2 is a partial view of FIG. 1;
Fig. 3 is a schematic structural diagram of the clip, the backing plate and the nut.
The reference numerals in fig. 1-3 are illustrated as follows:
1 template unit, 11 panels, 12 main keels, 121 shells, 121a channel plates, 121b support plates, 121b-1 attaching plate parts, 121b-2 reinforcing plate parts, 122 linings, 13 secondary keels and 131 compression beams;
2 pairs of pull bolts, 21 screw rods, 22 clips, 221 bayonets, 23 nuts and 24 backing plates;
And 3, a wall body.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the present invention will be further described in detail with reference to the accompanying drawings and specific embodiments.
As used herein, the term "plurality" refers to an indefinite number of plural, usually more than two; and when the term "plurality" is used to indicate the number of a certain number of elements, it does not indicate the interrelationship of the elements in number.
Referring to fig. 1-3, fig. 1 is a schematic structural view of a specific embodiment of a building form structure provided by the present invention, fig. 2 is a partial view of fig. 1, and fig. 3 is a schematic structural view of a clip, a backing plate and a nut.
As shown in fig. 1 and 2, the utility model provides a building template structure, including two template unit 1 and a plurality of split bolt 2, when using, two template unit 1 can set up relatively, can pour wall body 3 between the two, specifically can be concrete wall body, and split bolt 2 can pass two template unit 1, wall body 3 to compress tightly wall body 3 through two template unit 1, and then form the concrete component that has specific size.
Be different from prior art, the utility model provides a building templates structure, its template unit 1 includes: a panel 11; the main keels 12 are arranged side by side at intervals, and the main keels 12 are attached to the panel 11 at least through the support plates 121 b; and the secondary keels 13 are arranged in a staggered mode with the main keels 12, and the secondary keels 13 are abutted against the main keels 12.
In the user state, the wall body 3 of concrete can be pour between the relative two panels 11 that set up, and split bolt 2 can pass two corresponding twice fossil fragments 13 of two template unit 1 to compress tightly the secondary joist 13, and compress tightly main joist 12, main joist 12 and compress tightly panel 11, panel 11 through the secondary joist 13 and compress tightly wall body 3.
By adopting the structure, as the shell 121 is at least attached to the panel 11 through the support plate 121b, compared with the condition that the side plate part of the groove-shaped plate 121a is directly attached to the panel 11, the local attaching area between the main keel 12 and the panel 11 is increased, and the local pressure can be reduced, so that the panel 11 is not easy to deform and bend under pressure, the possibility is provided for the repeated use of the building template structure, and meanwhile, the integral stability of the whole template supporting system is also favorably ensured; the lining 122 arranged in the shell 121 can improve the strength of the main keel 12, improve the impact resistance and deformation resistance of the whole formwork support system, and ensure the quality of the wall 3.
In addition, the construction template structure can be reinforced by matching the split bolts 2 with the secondary keels 13 so as to improve the structural rigidity of the whole system and avoid the mold expansion phenomenon of the concrete engineering in the construction process to a greater extent; moreover, because the split bolt 2 does not directly pass through the main keel 12, the strength and the service life of the main keel 12 can be ensured.
the shell 121 may be made of a steel plate to ensure strength, and the liner 122 may be made of wood to support the inner cavity of the shell 121 and absorb stress deformation.
The support plate 121b may include a joint plate portion 121b-1 and a reinforcement plate portion 121b-2, which may be disposed at an included angle, that is, forming a structure similar to an angle steel, and the reinforcement plate portion 121b-2 may reinforce the joint plate portion 121b-1, and is beneficial to ensuring that the surface of the joint plate portion 121b-1 is flat, so as to better act on the panel 11 when the joint plate portion 121b-1 is jointed to the panel 11. A smooth transition between the reinforcing plate portion 121b-2 and the attachment plate portion 121b-1 may be made in the form of a rounded corner or the like to avoid the formation of a sharp end, thereby protecting the surface structure of the panel 11.
In the above scheme, the cross section of the housing 121 may be in a shape of a Chinese character 'ji', and the housing 121 may be directly prepared from existing Chinese character 'ji' steel. In addition, the stay 121b may include only the attachment plate portion 121b-1, and the side plate portion of the groove 121a may also correspond to the reinforcing portion of the attachment plate portion 121b-1, so that the attachment plate portion 121b-1 may be reinforced.
The cross runners 13 may in particular comprise two compression beams 131 arranged side by side. Referring to fig. 3, the split bolt 2 may include a screw 21, a clip 22 and a nut 23, the screw 21 may pass between the two pressing beams 131 and pass through the panel 11 and the wall 3, and the clip 22 may be sleeved on the screw 21 and clamped with the two pressing beams 131 to fix the positions of the two pressing beams 131; a nut 23 may be threaded onto the screw 21 and may be capable of compressing the clip 22 to compress the cross runners 13 via the clip 22.
So set up, two pressure roof beams 131 can act on main joist 12 jointly, and pass through between two pressure roof beams 131 to the stay bolt 2, do not set up on pressure roof beam 131 yet and pass the hole, and the perisporium structure of pressure roof beam 131 is complete, has higher intensity, more is favorable to guaranteeing the structural strength of whole template support system.
The pressing beam 131 may be a steel pipe, and correspondingly, the clip 22 may have two arc-shaped bayonets 221, so that the two pressing beams 131 are clamped by the two bayonets 221 in a one-to-one correspondence manner; here, the two bayonets 221 are adapted to the outer wall surface of the pressing beam 131, that is, the corresponding radius of the bayonets 221 and the outer diameter of the pressing beam 131 should be substantially the same (or, the curvature of the bayonets 221 and the outer diameter of the pressing beam 131 are the same), so as to ensure the reliability of the clamping of the bayonets 221 to the pressing beam 131.
It should be pointed out that, the scheme that adopts above-mentioned curved bayonet socket 221 in order to cooperate with pressing roof beam 131 can form the joint relation of nearly tight silk seam, and the joint is more reliable, is the preferred scheme of the embodiment of the utility model, however, this can not regard as the restriction to the utility model provides a building templates structure's implementation scope, under the condition that satisfies the function, also can adopt the joint structure of other forms, for example, the shape of bayonet socket 221 also can be the rectangle, and it can carry out the joint to two pressing roof beams 131 equally and fix.
Further, a backing plate 24 can be further included, the backing plate 24 can be arranged between the clip 22 and the nut 23, and the tightened nut 23 can compress the clip 22 through compressing the backing plate 24, so that the acting area is increased, and the compressing effect is improved.
With continued reference to fig. 1, the main runners 12 may extend longitudinally and the cross runners 13 may extend transversely to form a criss-cross runner structure to ensure the compression of the panels 11 and the walls 3. The poured wall 3 is generally vertically (vertically) arranged, based on which, the longitudinal direction is vertical or may also be called vertical, the joint surface of the panel 11 and the wall 3 is taken as a reference surface, and in the reference surface, the direction perpendicular to the longitudinal direction may be called horizontal; in addition, the longitudinal extension and the transverse extension herein both mean the transverse extension and the longitudinal extension, and in practical operation, due to process errors and the like, the extending directions of the main runners 12 and the cross runners 13 may deviate from the standard transverse and longitudinal directions to a certain extent, which does not affect the function of the building formwork structure provided by the present invention too much.
The main runners 12 may be arranged at equal intervals, and the cross runners 13 may also be arranged at equal intervals, so as to ensure uniform stress on the panel 11 as much as possible. It should be noted that the embodiment of the present invention does not limit the distance between two adjacent main keels 12 and two adjacent keels 13, and in the specific implementation, a person skilled in the art can set the distance according to actual needs; in fact, the different spacing between two adjacent main runners 12 (cross runners 13) also results in different numbers of main runners 12 (cross runners 13) being used.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations should also be regarded as the protection scope of the present invention.
Claims (10)
1. A building formwork structure comprising two formwork units (1) and a plurality of tie bolts (2), characterized in that the formwork units (1) comprise:
A panel (11);
The main keels (12) comprise outer shells (121) and inner liners (122), each outer shell (121) comprises a groove plate (121a) and a support plate (121b), each support plate (121b) is arranged at the groove opening end of each groove plate (121a) and is located on the outer wall surface of each side plate of each groove plate (121a), each inner liner (122) is embedded in each groove plate (121a), and the main keels (12) are arranged side by side at intervals and are at least attached to the panel (11) through the support plates (121 b);
The secondary keels (13) are staggered with the main keels (12) and abut against the main keels (12);
In a use state, the two template units (1) are arranged oppositely, a wall body (3) is poured between the two template units, and the split bolts (2) can penetrate through the two corresponding secondary keels (13) of the template units (1) to compress the secondary keels (13), the main keels (12), the panel (11) and the wall body (3).
2. the building template structure according to claim 1, wherein the shell (121) is a steel plate.
3. The building template structure of claim 1, wherein the inner lining (122) is a wood veneer.
4. The building formwork structure according to claim 1, wherein the strip (121b) comprises an attachment plate portion (121b-1) and a reinforcement plate portion (121b-2) arranged at an angle, and the strip (121b) is attached to the panel (11) with the attachment plate portion (121 b-1).
5. The building formwork structure according to any one of claims 1-4, wherein the cross runners (13) comprise two compression beams (131) arranged side by side;
The split bolt (2) comprises a screw rod (21), a clamp (22) and a nut (23), the screw rod (21) can pass through the pressing beams (131) from two sides, the clamp (22) is sleeved on the screw rod (21) and connected with the pressing beams (131) in a clamping mode, and the nut (23) is screwed on the screw rod (21) and can compress the clamp (22).
6. The building template structure according to claim 5, wherein the compression beams (131) are steel tubes.
7. The building formwork structure according to claim 6, wherein the clip (22) has two curved bayonet openings (221), the bayonet openings (221) being adapted to the outer wall surface of the press beam (131).
8. The building template structure according to claim 5, further comprising a backing plate (24), wherein the backing plate (24) is disposed between the clip (22) and the nut (23).
9. The building formwork structure according to claim 5, wherein each main runner (12) extends in a longitudinal direction and each cross runner (13) extends in a transverse direction.
10. The building formwork structure according to claim 9, wherein each main runner (12) is arranged at equal intervals and each cross runner (13) is arranged at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920252095.4U CN209780227U (en) | 2019-02-27 | 2019-02-27 | Building template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920252095.4U CN209780227U (en) | 2019-02-27 | 2019-02-27 | Building template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209780227U true CN209780227U (en) | 2019-12-13 |
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ID=68796025
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920252095.4U Active CN209780227U (en) | 2019-02-27 | 2019-02-27 | Building template structure |
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| Country | Link |
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| CN (1) | CN209780227U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119475A (en) * | 2020-01-16 | 2020-05-08 | 北京易德筑科技有限公司 | Keel direct-connection assembly, keel hooping system and building template system |
-
2019
- 2019-02-27 CN CN201920252095.4U patent/CN209780227U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119475A (en) * | 2020-01-16 | 2020-05-08 | 北京易德筑科技有限公司 | Keel direct-connection assembly, keel hooping system and building template system |
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