CN217811166U - Detachable combined template for lower column pier side wall cushion layer - Google Patents
Detachable combined template for lower column pier side wall cushion layer Download PDFInfo
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- CN217811166U CN217811166U CN202221470911.7U CN202221470911U CN217811166U CN 217811166 U CN217811166 U CN 217811166U CN 202221470911 U CN202221470911 U CN 202221470911U CN 217811166 U CN217811166 U CN 217811166U
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Abstract
The utility model relates to a detachable combined template for a lower column pier side wall cushion layer, which comprises a side form, a connecting bolt and a ground anchor, wherein the side form comprises an inner framework and an outer lining plate, the outer lining plate is fixed on the inner framework, connecting lug plates are inwards arranged at two sides of the inner framework, a sealing gasket is arranged between the two connecting lug plates, and the connecting bolt penetrates through the connecting lug plates and the sealing gasket; the bottom of the inner framework is provided with an anchoring hole, and the ground anchor is sleeved in the anchoring hole and is fixedly connected with a bottom cushion layer constructed in advance; the utility model discloses novel structure adopts the modular typical forms to come to strut lower column mound lateral wall bed course, and template structure simple manufacture, and with low costs, and the structure can make up in advance to hoist and mount to the construction foundation ditch in, connection structure sets up in the typical forms, is convenient for disassemble, and the form removal scheme can have enough to meet the need the use many times, and is fixed firm, has avoided the problem of concreting in-process template come-up, provides convenience for lower column mound lateral wall bed course construction.
Description
Technical Field
The utility model relates to a pier stud construction technical field, concretely relates to a can dismantle built-up plate for pier stud lateral wall bed course down.
Background
There are two general methods for constructing the side wall cushion of the lower column pier of the basement raft foundation: (1) the brick-laying tire membrane is a mold which is formed by building bricks to form a surface suitable for a certain shape and specification and plastering, and (2) the low-slump fine stone concrete is used for manually piling and plastering. At present, although the two common construction methods for the side wall cushion layer of the lower column pier can be used, the construction method (1) has complex working procedures and more labor cost; by using the method (2), the side wall thickness can not meet the drawing requirements generally, the quality hidden danger exists, and through measurement and calculation, the cost of materials used in the two construction methods is quite low, the cost is high overall, the construction steps are complex, the construction period is long, and therefore, the research on the detachable combined template for the side wall cushion layer of the lower column pier is necessary.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims to provide a can dismantle built-up plate for lower pier lateral wall bed course, the effectual current lower pier lateral wall bed course template construction of having solved is loaded down with trivial details, construction cycle is long and the problem that the cost is high.
In order to achieve the above object, the utility model adopts the following technical scheme: a detachable combined template for a lower column pier side wall cushion layer comprises side molds, connecting bolts and ground anchors, wherein each side mold comprises an inner framework and an outer lining plate, the outer lining plates are fixed on the inner framework, connecting lug plates are inwards arranged on two sides of the inner framework, the side molds are matched and assembled to form a frustum-shaped structure with a large upper part and a small lower part, the connecting lug plates of adjacent side molds are oppositely assembled, a sealing gasket is arranged between the two connecting lug plates, and the connecting bolts penetrate through the connecting lug plates and the sealing gasket; the bottom of the inner framework is provided with an anchoring hole, and the ground anchor is sleeved in the anchoring hole and is fixedly connected with a pre-constructed base.
Furthermore, the inner frame is of a frame-shaped structure, and a hanging ring and/or a lifting handle are fixed on the inner frame.
Furthermore, the bottom plate is arranged at the bottom of the inner side of the inner framework, the bottom plates at the bottoms of the adjacent inner frameworks can be assembled with each other, and anchoring holes are formed in the bottom plates.
Furthermore, a sealing rubber pad is arranged at the bottom of the bottom plate.
Further, the connecting ear plate is of a continuous plate-shaped structure.
Furthermore, the splicing surface of the inner framework is provided with a sealing groove, the sealing gasket is of a strip structure, and a sealing node matched with the sealing groove is arranged on the sealing gasket.
The beneficial effects of the above technical scheme are: the utility model discloses to current lower pier lateral wall bed course template construction steps loaded down with trivial details, the problem that construction cycle is long and with high costs, the utility model discloses size to lower pier lateral wall bed course has set up the template structure of combination formula, and the structure of combination formula has construction convenience, the low and used repeatedly's of cost advantage, great improvement the efficiency of construction.
Structure to built-up plate, the utility model discloses an inner frame is as fixed basis, fixes outer liner plate on the inner frame, provides the effect of supporting, fixed and design outer liner plate with the inner frame, and the surface of outer liner plate is smooth, inboard and the fixed equipment of inner frame to ensure that lower pier lateral wall gasket layer surface after the shaping is smooth, and inner frame structure still as the structure of transport and hoist and mount, construction facility.
In connection fastening aspect, the utility model discloses inwards be provided with the connection otic placode at the inner frame, can increase connection area through connecting the otic placode, improve joint strength to be provided with sealed the pad in order to avoid leaking thick liquid on connecting the face, and connection structure sets up in the inboard, is convenient for tear open the group, has improved the efficiency of construction.
Therefore, the utility model discloses novel structure adopts the typical forms of combination formula to come to strut lower column mound lateral wall bed course, and template structure simple manufacture, and is with low costs, and the structure can make up in advance to hoist and mount to the construction foundation ditch in, connection structure sets up in typical forms, is convenient for disassemble, and the form removal scheme can have enough to meet the need the use many times, and is fixed firm, has avoided the problem of concreting in-process template come-up, provides convenience for lower column mound lateral wall bed course construction.
Drawings
FIG. 1 is a schematic view of the present invention;
fig. 2 is a schematic top view of the present invention;
FIG. 3 is a schematic view of the front view structure of the present invention;
fig. 4 is a schematic bottom view of the present invention;
fig. 5 is a schematic view of the structure of the seal.
Reference numerals: 1 is the inner frame, 2 is outer welt, 3 is the connection otic placode, 4 is the bottom plate, 5 is the anchor hole, 6 is the handle, 7 is connecting bolt, 8 is the sealing rubber strip, 9 is the sealing joint, 10 is the sealing rubber pad, 11 is rings.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments:
As shown in fig. 1-5, a detachable combination template for a lower pier sidewall cushion comprises a side mold, a connecting bolt 7 and a ground anchor, wherein the side mold comprises an inner frame 1 and an outer liner plate 2, the outer liner plate 2 is fixed on the inner frame 1, the outer liner plate 2 can be of an iron sheet structure, and is formed by cutting according to the size of a display mold, the outer liner plate 2 can be fixed on the inner frame 1 in a welding or rivet fixing mode in a specific fixing mode, connecting lug plates 3 are arranged on the inner sides of the two sides of the inner frame 1, the inner frame 1 is used as a fixing base, the outer liner plate 2 is fixed on the inner frame 1, the inner frame 1 is used for supporting, fixing and shaping the outer liner plate, the outer surface of the outer liner plate is smooth, the inner side of the outer liner plate is fixedly assembled with the inner frame, so as to ensure that the surface of the molded lower pier sidewall cushion is smooth, and the inner frame structure is used as a structure for carrying and hoisting, so that construction is convenient; as shown in fig. 2, the connecting ear plates 3 are arranged along two sides of the inner frame, and connecting holes are formed in the connecting ear plates, so that adjacent connecting ear plates can be closely attached together after being butted, and then are fixed by using connecting bolts.
In this embodiment, the side mode structure is isosceles trapezoid structure, and engaging lug plate 3 is continuous platelike structure, and its welding is at the avris of inner frame 1, and engaging lug plate 3 constitutes the concatenation face together with inner frame 1's lateral wall, can increase the connection area through connecting the ear plate, improves joint strength to be provided with sealed the pad in order to avoid leaking thick liquid on connecting the face, and connection structure sets up in the inboard, is convenient for tear open the group, has improved the efficiency of construction.
The bottom of inner frame 1 is provided with anchor hole 5, and the earth anchor suit is in anchor hole 5 to with the base fixed connection of being under construction in advance, during the implementation, also can be provided with bottom plate 4 in the bottom of inner frame, the bottom plate of adjacent inner frame bottom can be assembled each other, and is provided with anchor hole.
In order to ensure the sealing performance, in the embodiment, as shown in fig. 4, a sealing rubber pad 10 is arranged at the bottom of the bottom plate, and the sealing rubber pad is used for contacting with cushion concrete so as to ensure the sealing of the bottom and prevent slurry from leaking from the bottom; as shown in fig. 5, a sealing groove is formed in the splicing surface of the inner frame, the sealing strip 8 is in a strip structure, and a sealing node 9 adapted to the sealing groove is formed on the sealing strip 8.
This embodiment has set up the template structure of combination formula to the size of lower column pier lateral wall bed course, the structure of combination formula has construction convenience, the cost is low and used repeatedly's advantage, great improvement the efficiency of construction, novel structure, the typical forms that adopts the combination formula comes to strut lower column pier lateral wall bed course, template structure simple manufacture, low cost, and the structure can make up in advance, and hoist and mount to the construction foundation ditch in, connection structure sets up in the built-up templates, be convenient for disassemble, the form removal scheme, can have enough to meet the need the use many times, it is fixed firm, the problem of concreting in-process template come-up has been avoided, construction provides convenience for lower column pier lateral wall bed course.
In the construction process, firstly, pouring a cushion layer at the bottom of the lower column pier; after the cushion layer concrete at the bottom of the lower column pier is solidified, connecting and fixing the four side molds by using connecting bolts; after the combined template is positioned, the combined template of the ground anchor is fixed on the cushion layer at the bottom of the lower column pier, so that the floating upward in the concrete pouring process is prevented, and the rubber strip is adhered to the bottom of the template, so that the slurry leakage phenomenon in the concrete pouring process is effectively avoided; and building concrete between the foundation pit and the combined template, removing the bolts and the ground anchors after the pouring is finished and the final setting, removing the side mold by using a tower crane or manual blocking, wherein the formed concrete has good forming quality and smooth surface after the pouring, and can be directly paved with the waterproof coiled material.
Claims (6)
1. A detachable combined template for a lower column pier side wall cushion layer is characterized by comprising side molds, connecting bolts and ground anchors, wherein each side mold comprises an inner framework and an outer lining plate, the outer lining plates are fixed on the inner framework, connecting lug plates are inwards arranged on two sides of the inner framework, the side molds are matched and assembled to form a frustum-shaped structure with a large upper part and a small lower part, the connecting lug plates of adjacent side molds are oppositely assembled, a sealing gasket is arranged between the two connecting lug plates, and the connecting bolts penetrate through the connecting lug plates and the sealing gasket; the bottom of the inner framework is provided with an anchoring hole, and the ground anchor is sleeved in the anchoring hole and is fixedly connected with a bottom cushion layer constructed in advance.
2. The removable sectional form for a lower pier sidewall spacer of claim 1, wherein: the inner frame is of a frame-shaped structure, and a lifting ring and/or a lifting handle are fixed on the inner frame.
3. The removable sectional form for a lower pier sidewall spacer of claim 2, wherein: the bottom plate is arranged at the bottom of the inner side of the inner framework, the bottom plates at the bottoms of the adjacent inner frameworks can be assembled with each other, and anchoring holes are formed in the bottom plates.
4. The removable sectional form for a lower pier sidewall spacer of claim 3, wherein: and a sealing rubber pad is arranged at the bottom of the bottom plate.
5. The removable sectional form for a lower pier sidewall underlayment of claim 1, wherein: the connecting lug plate is of a continuous plate-shaped structure.
6. The removable sectional form for a lower stud sidewall underlayment of any one of claims 1 to 5, wherein: the splicing surface of the inner framework is provided with a sealing groove, the sealing gasket is of a strip structure, and a sealing node matched with the sealing groove is arranged on the sealing gasket.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221470911.7U CN217811166U (en) | 2022-06-14 | 2022-06-14 | Detachable combined template for lower column pier side wall cushion layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221470911.7U CN217811166U (en) | 2022-06-14 | 2022-06-14 | Detachable combined template for lower column pier side wall cushion layer |
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| Publication Number | Publication Date |
|---|---|
| CN217811166U true CN217811166U (en) | 2022-11-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202221470911.7U Active CN217811166U (en) | 2022-06-14 | 2022-06-14 | Detachable combined template for lower column pier side wall cushion layer |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116876549A (en) * | 2023-07-12 | 2023-10-13 | 中国十七冶集团有限公司 | Construction method of template for pouring cushion layer on side wall of lower column pier of foundation pit excavation |
-
2022
- 2022-06-14 CN CN202221470911.7U patent/CN217811166U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116876549A (en) * | 2023-07-12 | 2023-10-13 | 中国十七冶集团有限公司 | Construction method of template for pouring cushion layer on side wall of lower column pier of foundation pit excavation |
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