CN221053177U - Concrete building template for civil engineering - Google Patents
Concrete building template for civil engineering Download PDFInfo
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- CN221053177U CN221053177U CN202322570957.7U CN202322570957U CN221053177U CN 221053177 U CN221053177 U CN 221053177U CN 202322570957 U CN202322570957 U CN 202322570957U CN 221053177 U CN221053177 U CN 221053177U
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- concrete building
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- 230000002787 reinforcement Effects 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 34
- 239000002184 metal Substances 0.000 claims description 5
- 238000009415 formwork Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 9
- 238000001125 extrusion Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
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Abstract
The utility model belongs to the technical field of civil engineering building structures, and particularly relates to a civil engineering concrete building template, which comprises the following components: template I, template II; the template I is connected with adjacent distributed dismantlement of template II, and equidistant a plurality of draw-in grooves that are equipped with on the template I both sides lateral wall, installs the bayonet lock on the template II lateral wall that the draw-in groove corresponds, bayonet lock and draw-in groove peg graft, and two sets of templates I are connected with template II interval distribution, form rectangular structure's concrete building template, a set of regulation formula reinforcement is installed to template I outside middle part of template II both sides respectively dismantlement formula, and regulation formula reinforcement extends towards the template II outside of both sides, and this building template, simple structure can carry out quick installation and removal to different length and width templates, and manual control carries out firm connection with the template simultaneously.
Description
Technical Field
The utility model belongs to the technical field of civil engineering building structures, and particularly relates to a civil engineering concrete building template.
Background
The building template for civil engineering is a temporary supporting structure, which is manufactured according to the design requirement, so that the concrete structure and the components are formed according to the specified position and geometric dimension, the correct position of the concrete structure and the components is kept, and the self weight of the building template and the external load acted on the building template are borne. In construction of a building site, a supporting structure needs to be temporarily built to assist in forming building components.
The existing concrete building templates are convenient to install and detach when in use, when panels are connected, in most cases, a direct splicing or longitudinal sliding connection mode is adopted, certain distinction exists between the two modes, the direct splicing is realized, the operation is simple, the installation and detachment speeds are high, but the problem is that the panels along the splicing direction are easy to receive the extrusion force of the inner side concrete, and the panels are extremely easy to fall off; by adopting a longitudinal sliding connection mode, the extrusion force of transverse concrete can be prevented, but for a panel with a larger length, the panel is not easy to install and detach in a sliding way, and the operation difficulty is higher;
Therefore, in view of the above problems, the present technical solution proposes a civil engineering concrete construction form.
Disclosure of utility model
The embodiment of the utility model aims to provide a civil engineering concrete building template, which aims to solve the problems.
The utility model is realized in such a way that the civil engineering concrete building template comprises: template I, template II; the adjacent distributed dismantlement of template I and template II is connected, the equidistant a plurality of draw-in grooves that are equipped with on template I both sides lateral wall, install the bayonet lock on the template II lateral wall that the draw-in groove corresponds, through the grafting between bayonet lock and the draw-in groove, can be with two sets of template I and template II interval distribution connection simultaneously, form rectangular structure's concrete building template, for the pouring of concrete provides temporary template use in the civil engineering, because template I both sides receive the grafting location of bayonet lock on template II, template I is in the state of totally fixed in the space direction, bayonet lock on template II is pegged graft to the draw-in groove, lead to template II to be in insufficient location state along the aperture direction of draw-in groove, when concrete template inboard carries out concrete pouring, template II is extremely easily received horizontal thrust, lead to the bayonet lock to break away from or become flexible from the draw-in groove inside, thereby lead to whole concrete template structural stability to reduce, this moment, through the template I outside middle part at template II both sides respectively dismantlement formula is installed a set of regulation formula reinforcement, regulation formula reinforcement extends towards template II outside, then apply the thrust towards template II, this thrust towards template I, when pouring II produces the template II, the clamp I is in the opposite direction, the template I is guaranteeing to the installation of thereby, the whole is stable and the installation is easy to install the template II, and is convenient for the template is installed with the template II, the firm, the installation is easy, and is easy to install with the template II, the template II is firm and firm, the equipment is easy, and is convenient to install, and is easy to the equipment
According to the civil engineering concrete building template, the template I and the template II are connected in advance in the mode of inserting the clamping grooves and the clamping pins, convenience and simplicity in installation of the template I and the template II with different lengths or widths can be achieved, then the manually operated adjusting reinforcement is arranged on the outer side of the template I, the template II is further attached to the side wall of the template I, convenience in assembly and disassembly of the template I and the template II is guaranteed, meanwhile sufficient stability is maintained to resist extrusion force of concrete on the template I and the template II, and a safe and stable temporary template is provided for concrete pouring of the civil engineering.
Drawings
Fig. 1 is a schematic perspective view of a concrete building form for civil engineering.
Fig. 2 is a schematic top view of a civil engineering concrete building form.
Fig. 3 is a schematic diagram of a front view structure of a concrete building template for civil engineering.
Fig. 4 is an enlarged schematic view of the structure of fig. 1 a.
FIG. 5 is an enlarged schematic view of the structure of FIG. 3B;
In the accompanying drawings: form I10, form II 11, bayonet lock 12, draw-in groove 13, reinforcement strip 14, reinforcement groove 15, fixed plate groove 16, reinforcement bar frame 17, connecting rod 18, reinforcing rod 19, reinforcement bar 20, fixed plate 21, bolt hole 22, fixing bolt 23, screw 24, screw 25, screw positioning sleeve 26, swivel hole 27, swivel axis 28.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Specific implementations of the utility model are described in detail below in connection with specific embodiments.
1-3, A structure diagram of a civil engineering concrete building template provided by an embodiment of the utility model includes: template I10, template II 11; the template I10 is connected with the adjacent distributed dismantlement of template II 11, the equidistant a plurality of draw-in grooves 13 that are equipped with on template I10 both sides lateral wall, install bayonet lock 12 on the template II 11 lateral wall that the draw-in groove 13 corresponds, through the grafting between bayonet lock 12 and the draw-in groove 13, can be simultaneously with two sets of templates I10 and template II 11 interval distribution connection, form the concrete building template of rectangle structure, provide temporary template use for the pouring of concrete in the civil engineering, because template I10 both sides receive the grafting location of bayonet lock 12 on template II 11, template I10 is in the state of totally fixed in the space direction, bayonet lock 12 on the template II 11 is pegged graft to in the draw-in groove 13, lead to template II 11 to be in insufficient orientation state along the aperture direction of draw-in groove 13, when concrete casting is carried out to the concrete template inboard, template II 11 is extremely easily horizontal thrust, lead to bayonet lock 12 break away from inside 13 or not hard up, thereby lead to whole concrete template II structural stability to reduce, through the template II 10 outside middle part at the template II both sides respectively dismantlement formula is provided with a set of regulation formula reinforcement, regulation formula II respectively, regulation formula II is towards the 13, then the extrusion force to the template II is exerted to the template II 11 when the installation of the template II is in the opposite direction is to the 13, the high thrust force of the template II is applied to the template II 11, the installation is firmly, and the opposite the template II is connected with the template II 11, the extrusion force is firmly when the template II is 11 is firmly, and is applied to the thrust towards the template 11, and is opposite the installation direction 11, and is firmly, and is opposite the compression force and is opposite, and is easy.
In the embodiment of the utility model, in order to maintain the deformation resistance of the templates I10 and II 11, a layer of metal plate is arranged inside the templates I10 and II 11, the outer side of the metal plate is wrapped with building plate materials, and the strength of the templates I10 and II 11 is maintained by utilizing the cooperation of the building plate materials and the metal plate, and meanwhile, the cost of the templates I10 and II 11 is reduced to a certain extent;
Referring to fig. 4, reinforcing grooves 15 with a plurality of arc structures are formed in the side wall of a template i 10 on the same side of a clamping groove 13 at equal intervals, reinforcing strips 14 are mounted on the side wall of a template ii 11 corresponding to the reinforcing grooves 15, when the clamping groove 13 is completely inserted into a clamping pin 12, the template i 10 is attached to the template ii 11, the reinforcing strips 14 are synchronously attached to and contacted with the reinforcing grooves 15, and the longitudinal limiting force with certain force is provided for the insertion of the clamping groove 13 and the clamping pin 12 by utilizing the arc structure limitation in the vertical direction between the reinforcing strips 14 and the reinforcing grooves 15, so that the stability after the template i 10 is attached to and connected with the template ii 11 is increased.
In one example of the utility model, the adjusting reinforcement comprises a fixed plate groove 16 arranged in the middle of the outer side wall of the template I10, a fixed plate 21 is detachably arranged in the fixed plate groove 16, two screw barrel positioning sleeve rods 26 are symmetrically arranged on two sides of the outer surface of the fixed plate 21, one screw barrel 24 is rotatably arranged between the screw barrel positioning sleeve rods 26, screw rods 25 are connected with two ends of the screw barrel 24 in a threaded manner, the screw barrel positioning sleeve rods 26 are used for limiting the screw barrel 24 on the outer side of the fixed plate 21, meanwhile, the screw barrel 24 is not influenced by manual control, the expansion and contraction of the screw rods 25 at two ends are synchronously adjusted through rotating the screw barrel 24, the screw rods 25 are distributed along the transverse length of the template I10, the end parts of the screw rods 25 are rotatably connected with connecting rods 18, reinforcing rod frames 17 distributed along the length direction of the template I10 are arranged at the end parts of the connecting rods 18, a plurality of reinforcing rod 20 are arranged at equal intervals on one side of the reinforcing rod frames 17 facing the template II 11, namely, the transverse positions of the screw rods 25 are adjusted through rotating the screw barrel 24, then under the connection of the connecting rods 18 and the reinforcing rod frames 17, the reinforcing rod 20 are contacted with the outer side wall of the template II 11, then the connecting rod 11 is reversely controlled, the screw rods 25 are controlled to move, so that the connecting rods 20 are driven to be clamped and blocked by the connecting rods 11 are pushed to the template I and are pushed to be 12, and blocked by the stabilizing pins 12 and are added to the template I and 12;
The length of the reinforcing rods 20 is equal to half of the width of the formwork II 11, namely, the reinforcing rods 20 at two sides are controlled to be matched, uniform and sufficient thrust is applied to the formwork II 11, and the problems of loosening and the like of the formwork II 11 caused by concrete thrust are solved;
referring to fig. 5, a rotary hole 27 is formed at the end of the screw 25, a rotary shaft 28 is rotatably connected in the rotary hole 27 in a limited manner, and the outer end of the rotary shaft 28 is connected with the connecting rod 18, namely, when the screw 25 moves, the connecting rod 18 is synchronously driven to move;
specifically, bolt holes 22 are formed in both sides of the inside of the fixing plate groove 16, fixing bolts 23 are arranged on the fixing plate 21 corresponding to the bolt holes 22, and the fixing plate 21 and the fixing plate groove 16 are fixedly mounted by matching the fixing bolts 23 with the bolt holes 22.
As a preferred embodiment of the present utility model, since the reinforcing bar frame 17 has a long length, the connecting bar 18 is connected thereto, and when a tensile force is applied thereto, the reinforcing bar frame 17 is unevenly stressed and the stability is reduced, so that two reinforcing bars 19 are symmetrically connected to the upper and lower sides of the connecting bar 18 near the reinforcing bar frame 17, and the ends of the reinforcing bars 19 are fixed to the reinforcing bar frame 17, that is, the two reinforcing bar frames 17 are engaged with the reinforcing bar frame 17 to form a triangle-shaped fixing structure, thereby maintaining sufficient stability of the reinforcing bar frame 17 when being stressed.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the utility model.
Claims (7)
1. Civil engineering concrete building template, its characterized in that includes: a template I (10) and a template II (11); the template I (10) is connected with adjacent distributed dismantlement of template II (11), and equidistant a plurality of draw-in grooves (13) that are equipped with on template I (10) both sides lateral wall, install bayonet lock (12) on template II (11) lateral wall that draw-in groove (13) correspond, bayonet lock (12) are pegged graft with draw-in groove (13), and two sets of template I (10) are connected with template II (11) interval distribution, form the concrete building template of rectangle structure, a set of regulation reinforcement is installed to template I (10) outside middle part difference dismantlement formula in template II (11) both sides, and regulation reinforcement extends towards both sides template II (11) outside.
2. The civil engineering concrete building template according to claim 1, wherein a layer of metal plate is arranged inside the template I (10) and the template II (11), and the building plate material is wrapped outside the metal plate.
3. The civil engineering concrete building template according to claim 2, wherein a plurality of arc-shaped structural reinforcing grooves (15) are formed in the side wall of the template I (10) on the same side of the clamping groove (13) at equal intervals, and reinforcing strips (14) are arranged on the side wall of the template II (11) corresponding to the reinforcing grooves (15).
4. The civil engineering concrete building template according to claim 3, wherein the adjustable reinforcement comprises a fixed plate groove (16) formed in the middle of the outer side wall of the template I (10), a fixed plate (21) is detachably mounted in the fixed plate groove (16), two screw barrel positioning sleeve rods (26) are symmetrically mounted on two sides of the outer surface of the fixed plate (21), a screw barrel (24) is rotatably arranged between the screw barrel positioning sleeve rods (26), two ends of the screw barrel (24) are in threaded connection with screw rods (25), the screw rods (25) are distributed along the transverse length of the template I (10), the end parts of the screw rods (25) are rotatably connected with connecting rods (18), reinforcing rod frames (17) distributed along the length direction of the template I (10) are mounted at the end parts of the connecting rods (18), and a plurality of reinforcing rods (20) are mounted at equal intervals on one side of the reinforcing rod frames (17) towards the template II (11).
5. Civil engineering concrete construction form according to claim 4, characterized in that the reinforcement bar (20) has a length equal to half the width of form ii (11).
6. The civil engineering concrete building template according to claim 5, wherein a rotating hole (27) is formed in the end portion of the screw rod (25), a rotating shaft (28) is connected to the rotating hole (27) in a limiting rotating mode, and the outer end portion of the rotating shaft (28) is connected with the connecting rod (18).
7. Civil engineering concrete building formwork according to claim 6, characterized in that the connecting rod (18) is symmetrically connected with two reinforcing rods (19) near the upper and lower sides of the reinforcing rod frame (17), and the ends of the reinforcing rods (19) are fixed on the reinforcing rod frame (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322570957.7U CN221053177U (en) | 2023-09-20 | 2023-09-20 | Concrete building template for civil engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322570957.7U CN221053177U (en) | 2023-09-20 | 2023-09-20 | Concrete building template for civil engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221053177U true CN221053177U (en) | 2024-05-31 |
Family
ID=91203298
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322570957.7U Active CN221053177U (en) | 2023-09-20 | 2023-09-20 | Concrete building template for civil engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221053177U (en) |
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2023
- 2023-09-20 CN CN202322570957.7U patent/CN221053177U/en active Active
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