CN218508485U - Narrow regional basement outer shear wall pours template structure - Google Patents
Narrow regional basement outer shear wall pours template structure Download PDFInfo
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- CN218508485U CN218508485U CN202222388304.2U CN202222388304U CN218508485U CN 218508485 U CN218508485 U CN 218508485U CN 202222388304 U CN202222388304 U CN 202222388304U CN 218508485 U CN218508485 U CN 218508485U
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Abstract
The utility model relates to a template structure is pour to outer shear wall of narrow region basement has solved the outer shear wall template of basement among the prior art and has supported comparatively complicated technical problem. The utility model discloses a template, compression screw and supporting component. The template is used for being supported on one side, close to the interior, of the reinforcement cage of the outer shear wall of the basement; the compression screws are arranged in rows and are arranged in multiple rows at equal intervals in the front-back direction, each row comprises a plurality of compression screws distributed at equal intervals in the up-down direction, one end of each compression screw is used for being connected with an outer shear wall reinforcement cage, the other end of each compression screw penetrates through the template and is in threaded connection with a compression nut, and the compression nuts are compressed on the template; the supporting components are provided with a plurality of groups, and each group of supporting components is arranged between two adjacent rows of compression screws. The utility model discloses simple structure, simple to operate can strengthen the support to the unilateral template, effectively prevents to pour the in-process and takes place to rise the condition such as mould, template aversion, has effectively improved construction quality and efficiency of construction.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to a template structure is pour to outer shear wall of narrow region basement.
Background
In the process of pouring the basement outer shear wall, if the distance between the side slope outside the shear wall and the shear wall is less than 300mm, at the moment, a formwork supporting mode of double formworks is difficult to implement by supporting the inner side and the outer side of the shear wall, but if the side slope outside the shear wall is a rocky side slope, concrete can be poured in a fertilizer trough area between the proposed basement outer shear wall and the rocky side slope together, at the moment, only a formwork needs to be supported on one side inside the shear wall, the supporting of the single-side formwork is more difficult compared with the supporting of the formworks on two sides, in the prior art, a triangular supporting frame body is often used for supporting the single-side formwork, but the supporting mode often needs to manufacture a triangular supporting frame body with a complex structure, a complex supporting structure needs to be arranged, and the installation process is complicated.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model aims at providing a template structure is pour to outer shear wall of narrow region basement has solved the technical problem that the outer shear wall template of basement among the prior art supported comparatively complicatedly.
In order to achieve the above object, the utility model adopts the following technical scheme:
the utility model provides a template structure is pour to outer shear wall of narrow region basement, includes:
the template is used for being supported on one side, close to the interior, of the reinforcement cage of the outer shear wall of the basement, and the thickness direction of the template is defined to be the left direction and the right direction;
the compression screws are arranged in rows and are arranged in multiple rows in the front-back direction at equal intervals, each row comprises a plurality of compression screws distributed in the up-down direction at equal intervals, each compression screw is provided with an external thread, one end of each compression screw is used for being connected with an outer shear wall reinforcement cage, the other end of each compression screw penetrates through the formwork and is in threaded connection with a compression nut, and the compression nuts are compressed on the formwork;
the supporting assemblies are provided with a plurality of groups, each group of supporting assemblies is arranged between two adjacent rows of compression screws and comprises a first supporting inclined rod, a second supporting inclined rod and a connecting screw rod, the first supporting inclined rod and the second supporting inclined rod are obliquely arranged from bottom to top towards the template and are distributed at intervals along the left and right direction, the second supporting inclined rod is positioned between the first supporting inclined rod and the template, one end of the first supporting inclined rod is used for being pre-embedded into the indoor concrete ground, and the other end of the first supporting inclined rod abuts against the template; one end of the second supporting inclined rod is embedded into the indoor concrete floor, and the other end of the second supporting inclined rod is suspended in the air; connecting screw is equipped with a plurality ofly, is equipped with the external screw thread on the connecting screw, and connecting screw passes first bracing down tube and second simultaneously and supports the down tube to connecting screw's the equal screw thread in both ends has coupling nut, and two coupling nut are used for extrudeing first bracing down tube and second respectively and support the down tube so that the part that is located indoor concrete ground off-plate of first bracing down tube and second bracing down tube is close to each other.
The beneficial effects of the above technical scheme are: one end of each compression screw is fixedly connected to the steel bar cage in the shear wall pouring cavity, the other end of each compression screw penetrates through the template and is in threaded connection with the compression nut, the compression nuts are compressed on the template, the position of the template can be effectively fixed, the template is compressed on the steel bar cage in the shear wall pouring cavity, the compression screws are distributed in a rectangular array mode, the compression force of the template is distributed more uniformly, the phenomenon of stress concentration on the template in the pouring process is prevented, and the template is prevented from being damaged; the supporting structure is arranged on the outer side of the template, so that the support for the template can be further enhanced, and the phenomenon that the compression nut is stressed and loosened to cause mold expansion in the pouring process is prevented; the uniform ends of the first supporting diagonal rod and the second supporting diagonal rod are pre-buried in the existing concrete ground, when the connecting nut is screwed, the first supporting diagonal rod and the second supporting diagonal rod can be pressed close to each other, so that the end part of the first supporting diagonal rod abutted against the template generates pressing force on the template, the support for the template is enhanced, meanwhile, a stable triangular supporting structure is formed between the first supporting diagonal rod and the ground as well as between the first supporting diagonal rod and the template, and the first supporting diagonal rod can support the template more stably.
Furthermore, a pressing block is arranged on each compression screw in a penetrating mode and arranged between the compression nut and the template, the pressing block is U-shaped, the opening of the pressing block faces the template, and a vertical fillet extending in the up-down direction and pressing the pressing block on the template is arranged at the position, located on the front side and the rear side of the corresponding compression screw, in the pressing block in a penetrating mode.
The beneficial effects of the above technical scheme are: be equipped with vertical stupefied between gland nut and the template, vertical stupefied is compressed tightly in the template by gland nut, has increased the lifting surface area of template, has further reduced stress concentration, makes the template atress more even, has strengthened the supporting effect to the template.
Furthermore, all vertical fillets which are arranged in the same row in the same position in a penetrating mode are integrally formed.
The beneficial effects of the above technical scheme are: every vertical fillet integrated into one piece that corresponds, simple to operate to it is higher to the template support intensity.
Furthermore, the positions of the suspended end of the second supporting inclined rod and the position of the first supporting inclined rod corresponding to the suspended end of the second supporting inclined rod are hinged to push rods, connecting blocks are arranged at the positions of the template corresponding to the two push rods, and the two push rods are hinged to the connecting blocks.
The beneficial effects of the above technical scheme are: when the connecting nut is screwed, the first supporting inclined rod and the second supporting inclined rod are close to each other, so that one end, hinged to each other, of the two push rods is pushed outwards, the connecting block is driven to be pushed outwards, further thrust is generated on the template, and support of the template is further enhanced.
Furthermore, one ends of the first supporting diagonal rods and the second supporting diagonal rods, which are far away from the template, are in a hook shape with an upward opening.
The beneficial effects of the above technical scheme are: one end of the first supporting diagonal rod and one end of the second supporting diagonal rod, which are embedded into the concrete ground, are in the shape of a hook, and concrete can be poured into the hook, so that the first supporting diagonal rod and the second supporting diagonal rod are more firmly connected with the concrete ground.
Drawings
Fig. 1 is a schematic structural view of a pouring formwork structure of an external shear wall of a basement in a narrow area of the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 isbase:Sub>A cross-sectional view atbase:Sub>A-base:Sub>A in fig. 1.
In the figure: 1. a template; 2. vertical fillets; 3. a compression screw; 4. a compression nut; 5. a compression block; 6. a first support diagonal; 7. a second supporting diagonal rod; 8. connecting a screw rod; 9. a connecting nut; 10. a push rod; 11. and (4) connecting the blocks.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The utility model discloses an embodiment of template structure is pour to outer shear wall of narrow region basement:
as shown in figure 1, the pouring formwork structure for the outer shear wall of the basement in the narrow area comprises a formwork 1, a compression screw 3 and a support assembly. Template 1 erects and is close to indoor one side on the reinforcing bar cage of pouring the intracavity at the outer shear wall of basement, the thickness direction of definition template 1 is left right direction, compression screw 3 is equipped with a plurality ofly, a plurality of compression screw 3 become to be listed as the setting and are equipped with the multiseriate along the equidistance of fore-and-aft direction, every compression screw 3 that is listed as all includes many compression screw 3 along equidistance distribution such as upper and lower direction, compression screw 3's one end fixed connection is on the reinforcing bar cage of pouring the intracavity at the outer shear wall of existing basement, the other end passes template 1 and stretches into indoorly, compression screw 3 stretches into indoor one end and is equipped with the external screw thread, and this end threaded connection has gland nut 4. As shown in fig. 2, a compressing block 5 is further arranged on the compressing screw 3 in a penetrating manner, the compressing block 5 is arranged between the compressing nut 4 and the template 1, the compressing block 5 is in a U shape, the U-shaped opening of the compressing block 5 is arranged towards the template 1, the compressing block comprises an intermediate section and side sections vertically connected to two ends of the intermediate section, a circular through hole is formed in the middle position of the intermediate section, the compressing block 5 is arranged on the compressing screw 3 in a penetrating manner through the circular through hole, the intermediate section, two grooves which are respectively arranged on the front side and the rear side of the compressing screw 3 and penetrate along the up-and-down direction are formed between the side sections and the compressing screw 3, a vertical fillet 2 in a circular tube shape is arranged in each row of one-to-one grooves, and the vertical fillet 2 is compressed on the template 1 through the compressing nut 4.
A group of supporting components are arranged between every two adjacent columns of compression screws 3, each supporting component comprises a first supporting inclined rod 6 and a second supporting inclined rod 7, the first supporting inclined rods 6 and the second supporting inclined rods 7 are inclined towards the formwork 1 from bottom to top at an angle of 45 degrees and are distributed at intervals along the left-right direction, the length of each first supporting inclined rod 6 is larger than that of each second supporting inclined rod 7, the first supporting inclined rods 6 are located on the outer side of the corresponding second supporting inclined rods 7, one ends of the first supporting inclined rods 6 and the second supporting inclined rods 7 are in a hook shape with an upward opening, one ends of the first supporting inclined rods 6 and the second supporting inclined rods 7 in the hook shape are embedded into the existing indoor concrete floor, the other ends of the first supporting inclined rods 6 abut against the formwork 1, the other ends of the second supporting inclined rods 7 are arranged in a hanging mode, one ends of the hanging inclined rods 7 are hinged to a push rod 10, the positions of the first supporting inclined rods 6, which correspond to one ends of the hanging inclined rods 7 of the second supporting inclined rods 7, a push rod 10 is hinged to the position of the corresponding to the hanging inclined rods 10 of the formwork 1, and a connecting block 11 connected to the supporting inclined rods 11, and the supporting inclined rods 11 are connected to the formwork, and the connecting block 11 which is connected to the supporting inclined rods which is connected to the formwork.
Two connecting screw rods 8 which are arranged at intervals are connected between the second supporting inclined rod 7 and the part, corresponding to the second supporting inclined rod 7, of the first supporting inclined rod 6, the first supporting inclined rod 6 and the second supporting inclined rod 6, of each connecting screw rod 8, each connecting screw rod 8 penetrates through the first supporting inclined rod 6 and the second supporting inclined rod 7 simultaneously, and connecting nuts 9 are connected to two ends of each connecting screw rod 8 in a threaded mode respectively, and the two connecting nuts 9 are used for respectively extruding the first supporting inclined rod 6 and the second supporting inclined rod 7 so that one ends, close to the formwork 1, of the first supporting inclined rod 6 and one end, close to the formwork 1, of the second supporting inclined rod 7 are close to each other.
The utility model discloses when using, when pouring the concrete floor in the basement, the crotch end that supports down tube 6 and second support down tube 7 according to the position of setting for buries into this concrete floor in advance, then prop up and establish template 1, fix the one end of a plurality of compression screw 3 on the reinforcing bar cage frame of intracavity is pour to the outer shear force wall of existing basement according to the rectangle array arrangement mode, make many compression screw 3's the other end pass template 1 respectively and connect compact heap 5 and gland nut 4 in compression screw 3's one end, all wear to establish a vertical stupefied strip 2 in the recess that forms between every row of one-to-one compact heap 5 and the gland screw 3, revolve wrong gland nut 4, compress tightly vertical stupefied strip 2 on template 1 through compact heap 5, so just accomplished preliminary fixed to template 1, then support the articulated connection of down tube 7 with first support down tube 6 and second support down tube 7 with two push rods 10 respectively, keep away from two push rods 10 and make the articulated connection of the articulated one end of first support down tube 6 and the articulated connection piece of second support down tube 8 of second support down tube 6 and the articulated connection of second support up and pass the articulated connection piece of second support up tube 8 on the template when two push rods, it is close to the articulated each other to make the first push rod 6 and support up the articulated connection of the first push rod 6 and the articulated connection of the last push rod 7, it to support up the first push rod 10 to make the first push rod 6 and the articulated connection of the last push rod 1 to support up the two push rod 9.
The utility model discloses simple structure, simple to operate can strengthen the support to the unilateral template, effectively prevents to pour the in-process and takes place to rise the condition such as mould, template aversion, has effectively improved construction quality and efficiency of construction.
In this embodiment, a longer vertical fillet penetrates through each row of grooves formed by the pressing blocks and the pressing screws in one-to-one correspondence, and in other embodiments, a shorter vertical fillet may also penetrate through each groove formed by the pressing blocks and the pressing screws.
The above-described embodiments of the present invention do not limit the scope of the present invention. Any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be included in the protection scope of the claims of the present invention.
Claims (5)
1. The utility model provides a template structure is pour to outer shear wall of narrow region basement which characterized in that includes:
the template is used for being supported on one side, close to the indoor side, of the basement outer shear wall reinforcement cage, and the thickness direction of the template is defined as the left-right direction;
the compression screws are arranged in rows and are arranged in multiple rows in the front-back direction at equal intervals, each row comprises a plurality of compression screws distributed in the up-down direction at equal intervals, each compression screw is provided with an external thread, one end of each compression screw is used for being connected with an outer shear wall reinforcement cage, the other end of each compression screw penetrates through the formwork and is in threaded connection with a compression nut, and the compression nuts are compressed on the formwork;
the supporting assemblies are provided with a plurality of groups, each group of supporting assemblies is arranged between two adjacent rows of compression screws and comprises a first supporting inclined rod, a second supporting inclined rod and a connecting screw rod, the first supporting inclined rod and the second supporting inclined rod are obliquely arranged from bottom to top towards the template and are distributed at intervals along the left and right direction, the second supporting inclined rod is positioned between the first supporting inclined rod and the template, one end of the first supporting inclined rod is used for being pre-embedded into the indoor concrete ground, and the other end of the first supporting inclined rod abuts against the template; one end of the second supporting inclined rod is embedded into a concrete floor located indoors in a pre-buried mode, and the other end of the second supporting inclined rod is suspended in the air; connecting screw is equipped with a plurality ofly, is equipped with the external screw thread on the connecting screw, and connecting screw passes first bracing down tube and second simultaneously and supports the down tube to connecting screw's the equal screw thread in both ends has coupling nut, and two coupling nut are used for extrudeing first bracing down tube and second respectively and support the down tube so that the part that is located indoor concrete ground off-plate of first bracing down tube and second bracing down tube is close to each other.
2. The narrow region basement outer shear wall pouring template structure according to claim 1, wherein a compression block is arranged on each compression screw in a penetrating mode and arranged between the compression nut and the template, the compression block is U-shaped, the opening of the compression block faces the template, and a vertical ridge extending in the vertical direction and pressing the template is arranged in the compression block at the position corresponding to the front side and the rear side of the compression screw in a penetrating mode.
3. The narrow area basement outer shear wall pouring template structure according to claim 2, wherein vertical fillets penetrating through the same position in the compression blocks in the same column are integrally formed.
4. The narrow area basement exterior shear wall pouring template structure according to any one of claims 1-3, wherein a suspended end of the second supporting diagonal rod and a position on the first supporting diagonal rod corresponding to the suspended end of the second supporting diagonal rod are hinged with push rods, a connecting block is arranged on the template corresponding to the two push rods, and the two push rods and the connecting block are hinged with each other.
5. The structure of the narrow-area basement exterior shear wall pouring formwork according to any one of claims 1-3, wherein the ends of the first and second support diagonal bars, which are far away from the formwork, are in the shape of a hook with an opening facing upwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222388304.2U CN218508485U (en) | 2022-09-08 | 2022-09-08 | Narrow regional basement outer shear wall pours template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222388304.2U CN218508485U (en) | 2022-09-08 | 2022-09-08 | Narrow regional basement outer shear wall pours template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218508485U true CN218508485U (en) | 2023-02-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222388304.2U Active CN218508485U (en) | 2022-09-08 | 2022-09-08 | Narrow regional basement outer shear wall pours template structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218508485U (en) |
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2022
- 2022-09-08 CN CN202222388304.2U patent/CN218508485U/en active Active
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