CN210341966U - Basic cushion cap instrumentization template structure - Google Patents
Basic cushion cap instrumentization template structure Download PDFInfo
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- CN210341966U CN210341966U CN201921030660.9U CN201921030660U CN210341966U CN 210341966 U CN210341966 U CN 210341966U CN 201921030660 U CN201921030660 U CN 201921030660U CN 210341966 U CN210341966 U CN 210341966U
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Abstract
The utility model relates to a foundation cushion cap instrumental template structure, which comprises a plurality of prefabricated cushion cap templates which are spliced and fixed with each other, wherein the prefabricated cushion cap templates surround to form a rectangular frame, two adjacent prefabricated cushion cap templates positioned at the corners of the rectangular frame are connected through tongue-and-groove joints, and a plurality of inclined supporting members are arranged on each prefabricated cushion cap template at intervals; the bearing diagonal member comprises a mounting seat, a supporting rod and an extension rod, the mounting seat is fixed on the outer wall of the prefabricated bearing platform template, the supporting rod is hinged to the mounting seat, an internal thread hole is formed in the end portion of the supporting rod along the axial direction of the supporting rod, a thread section is coaxially arranged at one end of the extension rod, and the thread section is in threaded connection with the internal thread hole. The utility model discloses the effect that installation work efficiency is high has.
Description
Technical Field
The utility model belongs to the technical field of the technique of template and specifically relates to a basic cushion cap instrumentization template structure is related to.
Background
The bearing platform is used as a stress body in building construction, and generally needs to be constructed and manufactured on site according to actual conditions. Therefore, a plurality of bearing platform templates need to be spliced and fixed in the field construction and manufacturing of the bearing platform, the bearing platform templates are spliced and enclosed to form a required bearing platform shape, and then the bearing platform templates are supported through the inclined struts, so that the bearing platform templates can bear load and lateral pressure and have sufficient strength, rigidity and stability.
At present, a Chinese patent with publication number CN202483164U discloses a bearing platform template structure, which comprises bearing platform templates, shoulder pole wood, diagonal braces, wood keels, upright posts and cross rods, wherein the bearing platform templates are connected into a whole by the shoulder pole wood, the wood keels are arranged outside the bearing platform templates and supported on grooves through the diagonal braces.
Although the bearing platform formwork has the characteristic of high convenience in disassembly and assembly of the bearing platform formwork, the bearing platform formwork structure needs the diagonal braces, the shoulder pole wood, the wooden keel, the vertical rods and the cross rods, particularly the diagonal braces are used for supporting the bearing platform formwork, the distance between each diagonal brace and the ground and the side wall of the foundation pit cannot be effectively determined, workers are required to cut the diagonal braces to adapt to the diagonal braces, the working efficiency of installing the bearing platform formwork is reduced, and therefore certain improvement is achieved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a basic cushion cap instrumentization template structure can improve installation work efficiency to a certain extent.
The above technical purpose of the present invention can be achieved by the following technical solutions:
a basic cushion cap tooled template structure comprises a plurality of prefabricated cushion cap templates which are spliced and fixed with each other, wherein the prefabricated cushion cap templates surround to form a rectangular frame, two adjacent prefabricated cushion cap templates positioned at the corners of the rectangular frame are connected through tongue-and-groove joints, and a plurality of inclined supporting members are arranged on each prefabricated cushion cap template at intervals;
the bearing diagonal member includes mount pad, bracing piece and extension rod, the mount pad is fixed on prefabricated cushion cap template outer wall, the bracing piece articulates on the mount pad, the internal thread hole has been seted up along its axial to the tip of bracing piece, the one end coaxial of extension rod is provided with the screw thread section, screw thread section threaded connection is in the internal thread hole.
According to the technical scheme, during installation, the prefabricated bearing platform templates are spliced with one another to form a rectangular frame, the prefabricated bearing platform templates are supported through the inclined supporting members, according to the position of an installation area, if the installation position is in a foundation pit, the inclined supporting members need to be abutted against the side wall of the foundation pit for inclined supporting, the supporting rods are turned to a proper height position, the extension rods are rotated to be continuously screwed out and extended under the action of the threaded sections until the end portions of the extension rods are abutted against the side wall of the foundation pit and do not fall off, and therefore the supporting effect of the inclined supporting members is achieved;
the supporting mode of the inclined supporting member is applied, real-time adjustment can be carried out according to the distance between the prefabricated bearing platform template and the side wall of the foundation pit, and therefore the installation working efficiency is effectively improved.
Preferably, the other end integrated into one piece of extension rod has the bulb, the extension rod is connected with the support pad foot through the bulb.
Through above-mentioned technical scheme, support and fill up the foot and can improve the area of contact between extension rod tip and the foundation ditch lateral wall to avoid when rotatory extension rod, the tip of extension rod is embedded into the foundation ditch lateral wall, causes the extension rod to reduce the support effect of prefabricated cushion cap template.
Preferably, a rotating block is coaxially fixed on the extension rod.
Through above-mentioned technical scheme, the turning block provides the staff to the impetus of extension rod, and staff's accessible spanner etc. instrument rotates the extension rod.
Preferably, the prefabricated bearing platform template comprises a plurality of prefabricated plates, the side edges of the prefabricated plates are spliced to form the prefabricated bearing platform template, each prefabricated plate is provided with at least one inclined supporting member, and at least one transverse connecting part for fixing is arranged between every two adjacent prefabricated plates.
Through above-mentioned technical scheme, after the concatenation of a plurality of prefabricated plate sides, fix two adjacent prefabricated plates through transverse connection portion to form prefabricated cushion cap template, from this, prefabricated cushion cap template has dismantled and assembled characteristics, in order to make things convenient for the transportation of prefabricated cushion cap template.
Preferably, the transverse connecting portion comprises transverse connecting plates arranged on the outer walls of two adjacent prefabricated plates and transverse connecting holes arranged on the transverse connecting plates, transverse connecting rods are inserted in the transverse connecting holes, and transverse locking nuts abutted against the surfaces of the transverse connecting plates are in threaded connection with two ends of each transverse connecting rod.
Through the technical scheme, after the side edges of the prefabricated plates are closed, the transverse connecting rods are inserted into the transverse connecting holes of the transverse connecting plates, and then locking is carried out through the transverse locking nuts, so that on one hand, splicing and fixing of two adjacent prefabricated plates are realized, and on the other hand, the flatness of the inner walls of the prefabricated plates is guaranteed.
Preferably, two adjacent prefabricated bearing platform formworks at the corners of the rectangular frame are fixed through at least one oblique connecting part.
Through above-mentioned technical scheme, slant connecting portion are used for fixing two adjacent prefabricated cushion cap templates to improve rectangular frame's connection wholeness.
Preferably, the slant connecting portion include slant connecting plates arranged on the two prefabricated cushion cap templates, slant connecting holes penetrate through the slant connecting plates and the prefabricated cushion cap templates, slant connecting rods are inserted in the slant connecting holes, slant locking nuts are connected to two ends of the slant connecting rods in a threaded manner, and the slant locking nuts abut against the slant connecting plates.
According to the technical scheme, after the corners of the two adjacent prefabricated bearing platform templates are spliced through the grooves and the tongues, the oblique connecting rods are inserted into the oblique connecting holes and then locked through the oblique locking nuts, on one hand, splicing and fixing of the two adjacent prefabricated bearing platform templates are achieved, and on the other hand, the flatness of the inner walls of the prefabricated bearing platform templates is guaranteed.
To sum up, the utility model discloses a beneficial technological effect does:
when the prefabricated bearing platform formwork is installed, the prefabricated bearing platform formwork is spliced with one another to form a rectangular frame, the prefabricated bearing platform formwork is supported through the inclined supporting members, and the supporting mode of the inclined supporting members is applied, so that real-time adjustment can be carried out according to the distance between the prefabricated bearing platform formwork and the side wall of the foundation pit, and the installation working efficiency is effectively improved.
Drawings
FIG. 1 is a schematic illustration of an installation of an embodiment;
FIG. 2 is a top view of the embodiment;
FIG. 3 is a schematic view of the overall structure of the embodiment;
FIG. 4 is a schematic view showing a first structure of the prefabricated panel in the embodiment;
FIG. 5 is a schematic view showing a second construction of the precast slab in the example.
Reference numerals: 1. prefabricating a bearing platform template; 11. prefabricating a slab; 2. a rectangular frame; 3. a tongue-and-groove; 4. an oblique connecting part; 41. an oblique connecting plate; 42. oblique connecting holes; 43. an oblique connecting rod; 44. obliquely locking the nut; 5. a diagonal support member; 51. a mounting seat; 52. a support bar; 53. an extension rod; 54. a threaded segment; 55. a ball head; 56. supporting the foot pad; 57. rotating the block; 6. a transverse connecting portion; 61. a transverse connecting plate; 62. a transverse connecting hole; 63. a transverse connecting rod; 64. a transverse locking nut; 7. a foundation pit; 8. a bearing platform.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, a basic bearing platform tooling template structure is arranged on the periphery of a bearing platform 8, and the bearing platform 8 is positioned on a basic cushion layer on the ground of a foundation pit 7.
In the application, the base bearing platform instrumental template structure comprises a plurality of prefabricated bearing platform templates 1 which are spliced and fixed mutually, wherein the prefabricated bearing platform templates 1 enclose a rectangular frame 2, and the two adjacent prefabricated bearing platform templates 1 at the corners of the rectangular frame 2 are connected through tongue-and-groove 3.
As shown in fig. 3 and 4, two adjacent prefabricated pile cap formworks 1 at the corners of the rectangular frame 2 are fixed by at least one oblique connecting part 4. The inclined connecting portion 4 comprises inclined connecting plates 41 arranged on the two prefabricated bearing platform formworks 1, inclined connecting holes 42 penetrate through the inclined connecting plates 41 and the prefabricated bearing platform formworks 1, inclined connecting rods 43 are inserted into the inclined connecting holes 42, inclined locking nuts 44 are in threaded connection with two ends of each inclined connecting rod 43, and the inclined locking nuts 44 abut against the inclined connecting plates 41. Therefore, after the corners of two adjacent prefabricated bearing platform templates 1 are spliced through the grooves and tongues 3, the two adjacent prefabricated bearing platform templates 1 are tensioned and fixed through the oblique connecting parts 4.
The two oblique connecting portions 4 on the two adjacent prefabricated bearing platform formworks 1 are arranged, and the two oblique connecting portions 4 are respectively located on the upper side and the lower side of each prefabricated bearing platform formwork 1.
In the present application, as shown in fig. 4 and 5, a plurality of inclined supporting members 5 are provided at intervals on each prefabricated platform formwork 1. After the prefabricated cushion cap formworks 1 are spliced, the inclined support members 5 can support the prefabricated cushion cap formworks 1, so that the prefabricated cushion cap formworks 1 can bear loads and lateral pressures and have sufficient strength, rigidity and stability.
The inclined supporting member 5 comprises an installation seat 51, a supporting rod 52 and an extension rod 53, the installation seat 51 is fixed on the outer wall of the prefabricated bearing platform template 1 in a welding or bolt mode, the supporting rod 52 is hinged on the installation seat 51, and the hinged position between the installation seat 51 and the supporting rod 52 is in tight fit. An internal threaded hole is formed in the end portion of the support rod 52 along the axial direction of the support rod, a threaded section 54 is coaxially arranged at one end of the extension rod 53, the threaded section 54 is integrally formed at the end portion of the extension rod 53, and the threaded section 54 is in threaded connection with the internal threaded hole. Wherein, the other end integrated into one piece of extension rod 53 has bulb 55, and extension rod 53 is connected with support pad foot 56 through bulb 55.
A rotating block 57 is coaxially fixed to the extension rod 53. In one embodiment, the turning block 57 is hexagonally arranged in cross-section. From this, after the concatenation of prefabricated cushion cap template 1 is accomplished, the staff can prefabricate the distance between cushion cap template 1 and the foundation ditch 7 lateral wall, upset bracing piece 52, and then through rotating extension rod 53 for extension rod 53 tip's support pad foot 56 is contradicted on foundation ditch 7 lateral wall, and through instrument application of force such as spanners on turning block 57, unscrews extension rod 53, supports tightly in order to support prefabricated cushion cap template 1.
In this application, prefabricated cushion cap template 1 includes a plurality of prefabricated plates 11, and the concatenation of a plurality of prefabricated plate 11 sides forms prefabricated cushion cap template 1, and the side of prefabricated plate 11 is through polishing the back, and a plurality of prefabricated plate 11 sides are to closing and can be realized seamless joint to make 1 inner wall of prefabricated cushion cap template level and smooth. Wherein each prefabricated slab 11 is provided with at least one inclined supporting member 5. In this embodiment, the number of the inclined supporting members 5 is two, and the two inclined supporting members 5 are respectively provided at upper and lower sides of the prefabricated panel 11.
Wherein, as shown in fig. 3 and 4, at least one transverse connecting part 6 for fixing is arranged between two adjacent prefabricated panels 11. In this embodiment, two transverse connecting portions 6 are provided, and the two transverse connecting portions 6 are respectively located at the upper and lower sides of the prefabricated panel 11.
The transverse connecting part 6 comprises transverse connecting plates 61 arranged on the outer walls of two adjacent prefabricated plates 11 and transverse connecting holes 62 arranged on the transverse connecting plates 61, transverse connecting rods 63 are inserted into the transverse connecting holes 62, and transverse locking nuts 64 abutting against the surfaces of the transverse connecting plates 61 are in threaded connection with the two ends of each transverse connecting rod 63.
Therefore, when the prefabricated bearing platform formwork 1 is installed, the prefabricated bearing platform formwork 1 is firstly spliced with one another to form the rectangular frame 2, the prefabricated bearing platform formwork 1 is supported through the inclined supporting members 5, and by applying the supporting mode of the inclined supporting members 5, real-time adjustment can be carried out according to the distance between the prefabricated bearing platform formwork 1 and the side wall of the foundation pit 7, so that the installation working efficiency is effectively improved.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (7)
1. A basic cushion cap toolized template structure comprises a plurality of prefabricated cushion cap templates (1) which are spliced and fixed with each other, wherein the prefabricated cushion cap templates (1) enclose a rectangular frame (2), and two adjacent prefabricated cushion cap templates (1) positioned at the corners of the rectangular frame (2) are connected through grooves and tongues (3), and the basic cushion cap toolized template structure is characterized in that a plurality of inclined supporting members (5) are arranged on each prefabricated cushion cap template (1) at intervals;
the inclined supporting member (5) comprises a mounting seat (51), a supporting rod (52) and an extension rod (53), the mounting seat (51) is fixed on the outer wall of the prefabricated bearing platform template (1), the supporting rod (52) is hinged to the mounting seat (51), an internal thread hole is formed in the end portion of the supporting rod (52) along the axial direction of the end portion, a thread section (54) is coaxially arranged at one end of the extension rod (53), and the thread section (54) is in threaded connection with the internal thread hole.
2. The basic cushion cap tooled template structure as claimed in claim 1, wherein the other end of the extension rod (53) is integrally formed with a ball head (55), and the extension rod (53) is connected with a supporting foot pad (56) through the ball head (55).
3. The basic cap tooling template structure of claim 1, wherein a turning block (57) is coaxially fixed on the extension rod (53).
4. A foundation cap tooling formwork construction according to claim 1, wherein the prefabricated cap formwork (1) comprises a plurality of prefabricated slabs (11), the prefabricated slab (11) is spliced at the side edge to form the prefabricated cap formwork (1), each prefabricated slab (11) is provided with at least one inclined supporting member (5), and at least one transverse connecting part (6) for fixing is arranged between two adjacent prefabricated slabs (11).
5. The foundation cap tooling formwork construction of claim 4, wherein the transverse connecting part (6) comprises a transverse connecting plate (61) arranged on the outer wall of two adjacent prefabricated plates (11) and a transverse connecting hole (62) arranged on the transverse connecting plate (61), a transverse connecting rod (63) is inserted into the transverse connecting hole (62), and two ends of the transverse connecting rod (63) are in threaded connection with a transverse locking nut (64) which is abutted against the surface of the transverse connecting plate (61).
6. The foundation cap tooling formwork construction according to claim 1, wherein adjacent two of the prefabricated cap formworks (1) at the corners of the rectangular frame (2) are fixed by at least one diagonal connection (4).
7. The basic cushion cap tooled formwork structure according to claim 6, wherein the inclined connecting portion (4) comprises an inclined connecting plate (41) arranged on two prefabricated cushion cap formworks (1), an inclined connecting hole (42) penetrates through the inclined connecting plate (41) and the prefabricated cushion cap formworks (1), an inclined connecting rod (43) is inserted into the inclined connecting hole (42), inclined locking nuts (44) are screwed at two ends of the inclined connecting rod (43), and the inclined locking nuts (44) abut against the inclined connecting plate (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921030660.9U CN210341966U (en) | 2019-07-02 | 2019-07-02 | Basic cushion cap instrumentization template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921030660.9U CN210341966U (en) | 2019-07-02 | 2019-07-02 | Basic cushion cap instrumentization template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210341966U true CN210341966U (en) | 2020-04-17 |
Family
ID=70193006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921030660.9U Active CN210341966U (en) | 2019-07-02 | 2019-07-02 | Basic cushion cap instrumentization template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210341966U (en) |
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2019
- 2019-07-02 CN CN201921030660.9U patent/CN210341966U/en active Active
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