CN213418472U - Subside post-cast strip bearing structure - Google Patents
Subside post-cast strip bearing structure Download PDFInfo
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- CN213418472U CN213418472U CN202021512544.3U CN202021512544U CN213418472U CN 213418472 U CN213418472 U CN 213418472U CN 202021512544 U CN202021512544 U CN 202021512544U CN 213418472 U CN213418472 U CN 213418472U
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- post
- rod
- cast strip
- rods
- pouring
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Abstract
The utility model discloses a subside post-cast strip bearing structure, including concrete layer, concrete layer's middle part is provided with the post-cast strip, and the upper end that is located the post-cast strip is provided with prefabricated apron, is provided with on the prefabricated apron and pours the cover, and concrete layer's lower terminal surface is located post-cast strip place position lid and is equipped with the bottom plate, and the lower terminal surface of bottom plate is provided with the pole setting that a plurality of evenly arranged. Realize the sealed formwork of post-cast strip region through the bottom plate and the prefabricated apron that set up, and can seal the formwork to the post-cast strip in advance through the cover of pouring that sets up on the prefabricated apron that sets up, can not influence the normal clear of other projects, and carry out concrete placement through pouring the cover in the later stage, be favorable to the reduction of erection time, and then make whole bearing structure's installation fixed convenient and fast more through clamp and horizontal pole fixed connection through connecting rod on the retaining member that sets up and vertical pole and stand fixed connection.
Description
Technical Field
The utility model relates to a subside post-cast strip bearing structure technical field specifically is a subside post-cast strip bearing structure.
Background
The arrangement of the post-settlement pouring belt is used for preventing structural cracks caused by different settlement differences between a main building and an auxiliary building or a basement of a high-rise building. According to the requirements of structural design specifications and building construction specifications, concrete pouring of the settled post-cast strip is required to be completed after the construction of the building structure is completed and the settlement is basically completed, construction can be performed, a post-cast strip needs to be erected during the construction of the settled post-cast strip, and a template needs to be supported and fixed through a supporting structure during the erection of the template.
The utility model discloses an applicant discovers that present template bearing structure supports fixedly through pole setting, horizon bar and vertical pole interconnect more, but the fixed connection between current pole setting, horizon bar and the vertical pole is more troublesome, and the construction in the post-cast strip that subsides that has now simultaneously often need to subside through concrete layer and just can be under construction after finishing, subsides post-cast strip when not under construction other relevant engineering then can't influence the engineering time limit for a project.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a subside post-cast strip bearing structure aims at improving current subsides post-cast strip construction influence time limit for a project and subsides post-cast strip construction with the fixed inconvenient problem of template bearing structure installation.
The utility model discloses a realize like this:
a settlement post-cast strip supporting structure comprises a concrete layer, a post-cast strip is arranged in the middle of the concrete layer, a prefabricated cover plate is arranged at the upper end of the post-cast strip, a pouring sleeve is arranged on the prefabricated cover plate, a bottom plate is arranged on the lower end face of the concrete layer at the position of the post-cast strip in a covering mode, a plurality of vertical rods which are evenly distributed are arranged on the lower end face of the bottom plate, longitudinal supporting rods are arranged between the upper ends of the vertical rods, the upper sides of the supporting rods are connected with the lower end face of the bottom plate, the vertical rods are fixedly connected with one another through a plurality of horizontal rods and longitudinal rods, the positions where the vertical rods, the horizontal rods and the longitudinal rods are connected are fixedly connected through locking parts, each locking part comprises a connecting rod, one end of each connecting rod fixedly connects the longitudinal rod with one upright post, the other end of each connecting rod is fixedly connected with the horizontal rod through a clamp, and can seal the formwork to the post-cast strip in advance through the cover of pouring that sets up on the prefabricated apron that sets up, can not influence the normal clear of other projects to carry out concrete placement through pouring the cover in the later stage, be favorable to the reduction of erection time, and then make whole bearing structure's installation fixed convenient and fast more through clamp hoop and horizontal pole fixed connection through connecting rod and vertical pole and stand fixed connection on the retaining member that sets up.
Furthermore, the edge of the prefabricated cover plate is provided with waterproof mortar, an upper port of a pouring sleeve on the prefabricated cover plate is provided with a sealing cover plate, the pouring sleeve is sealed through the cover plate to prevent soil from falling into a post-pouring belt, and the waterproof mortar plays a role in water drainage.
Furthermore, one end of the connecting rod penetrates through the longitudinal rod and the upright rod to be fixedly provided with a threaded head, a nut is sleeved on the threaded head, and the longitudinal rod and the upright column are fixedly locked through the matching of the nut and the threaded head.
Furthermore, the other end of the connecting rod is fixedly provided with a baffle which is arranged in a circular arc shape matched with the longitudinal rod, and the baffle is in contact fit with the surface of the longitudinal rod in a larger area to avoid deformation of the longitudinal rod during locking.
Furthermore, the lower end of the clamp is welded and fixed with the connecting rod, a locking screw penetrates through an opening at the upper end of the clamp, the horizontal rod is clamped through the clamp, and the clamp is locked through the locking screw.
Further, the lower extreme of pole setting is provided with the backing plate, and the upper end ann of pole setting has inserted accommodate the lead screw, and the up end department of pole setting is provided with rotatable regulating plate, and accommodate the lead screw's lower extreme passes the regulating plate setting, and accommodate the fixed U type frame that is provided with in lead screw's upper end, and the bracing piece is taken and is put in U type frame, realizes the regulation and the cooperation bracing piece realization of pole setting height to the bottom plate through rotating the regulating plate to adjust the lead screw telescopically.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model discloses in realize sealing the formwork of post-cast strip region through the bottom plate and the prefabricated apron that set up, and can seal the formwork to post-cast strip in advance through the cover of pouring that sets up on the prefabricated apron of setting, can not influence the normal clear of other engineering, and carry out concrete placement through pouring the cover in the later stage, be favorable to the reduction of erection time, and then make whole bearing structure's installation fixed convenient and fast more through clamp hoop and horizon bar fixed connection through connecting rod and vertical pole and stand fixed connection on the retaining member that sets up.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural view of a post-settlement casting belt supporting structure of the present invention;
FIG. 2 is a schematic view of a retaining member of a post-settlement strip support structure of the present invention;
fig. 3 is a schematic view of a vertical rod of a post-cast strip supporting structure for sedimentation according to the present invention.
In the figure: 1. a concrete layer; 2. waterproof mortar; 3. prefabricating a cover plate; 4. pouring a sleeve; 5. post-pouring a belt; 6. a support bar; 7. a base plate; 8. erecting a rod; 81. a U-shaped frame; 82. adjusting the screw rod; 83. an adjusting plate; 84. a base plate; 9. a horizontal bar; 10. a longitudinal rod; 11. a locking member; 111. a clamping hoop; 112. locking screws; 113. a baffle plate; 114. a connecting rod; 115. a nut; 116. and (4) a thread head.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings of the embodiments of the present invention are combined to clearly and completely describe the technical solutions of the embodiments of the present invention, and obviously, the described embodiments are some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention. Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention.
Embodiment 1, please refer to fig. 1 and 2 specifically, a post-cast strip support structure for settlement, which includes a concrete layer 1, a post-cast strip 5 is disposed in the middle of the concrete layer 1, a prefabricated cover plate 3 is disposed at the upper end of the post-cast strip 5, a casting sleeve 4 is disposed on the prefabricated cover plate 3, a bottom plate 7 is disposed on the lower end surface of the concrete layer 1 at the position of the post-cast strip 5, a plurality of upright posts 8 are uniformly arranged on the lower end surface of the bottom plate 7, a longitudinal support rod 6 is disposed between the upper ends of the upright posts 8, the upper side of the support rod 6 is connected to the lower end surface of the bottom plate 1, the upright posts 8 are fixedly connected to each other through a plurality of horizontal rods 9 and longitudinal rods 10, the positions where the upright posts 8, the horizontal rods 9 and the longitudinal rods 10 are connected to each other are fixedly connected to each other through a retaining member 11, the retaining member 11 includes a connecting rod 114, one end of, and the other end of connecting rod 114 passes through clamp 111 and horizontal pole 11 fixed connection, realize the regional sealed formwork of post-cast strip 5 through bottom plate 7 and the prefabricated apron 3 that set up, and can seal the formwork to post-cast strip 5 in advance through the cover 4 of pouring that sets up on the prefabricated apron 3 that sets up, can not influence the normal clear of other engineering, and carry out concrete placement through pouring cover 4 in the later stage, be favorable to the reduction of erection time, and connecting rod 114 and vertical pole 10 and stand 8 fixed connection on the retaining member 11 through setting up then make whole bearing structure's installation fixed convenient and fast more through clamp 111 and horizontal pole 11 fixed connection.
Specifically, referring to fig. 1, the edge of the prefabricated cover plate 3 is provided with waterproof mortar 2, and the upper port of the pouring sleeve 4 on the prefabricated cover plate 3 is provided with a sealing cover plate, the pouring sleeve 4 is sealed by the cover plate to prevent soil from falling into the post-pouring zone 5, and the waterproof mortar 2 plays a role in draining water.
Specifically, as shown in fig. 2, one end of the connecting rod 114 penetrates through the longitudinal rod 10 and the upright rod 8 and is fixedly provided with a threaded head 116, the threaded head 116 is sleeved with a nut 115, the longitudinal rod 10 and the upright column 8 are fixedly locked through the matching of the nut 115 and the threaded head 116, the other end of the connecting rod 114 is fixedly provided with a baffle 113, the baffle 113 is in a circular arc shape matched with the longitudinal rod 10, the baffle 113 is in contact fit with the surface of the longitudinal rod 10 in a larger area to avoid deformation of the longitudinal rod 10 during locking, the lower end of the clamp 111 is welded and fixed with the connecting rod 114, a locking screw 112 penetrates through an opening at the upper end of the clamp 111, the horizontal rod 9 is clamped through the clamp 111, and the clamp 111 is locked through the locking screw 112.
Specifically, referring to fig. 3, a backing plate 84 is disposed at the lower end of the upright rod 8, an adjusting screw 82 is inserted into the upper end of the upright rod 8, a rotatable adjusting plate 83 is disposed at the upper end of the upright rod 8, the lower end of the adjusting screw 82 passes through the adjusting plate 83, a U-shaped frame 81 is fixedly disposed at the upper end of the adjusting screw 82, the support rod 6 is placed in the U-shaped frame 81, the adjusting screw 82 is telescopically adjusted by rotating the adjusting plate 83 to adjust the height of the upright rod 8, and the support of the bottom plate 7 is realized by matching with the support rod 6.
The working principle is that during construction, the connecting rods 114 on the locking pieces 11 are fixedly connected with the longitudinal rods 10 and the upright columns 8, then the clamping hoops 111 are fixedly connected with the horizontal rods 11 to support the bottom plate 7, the prefabricated cover plate 3 is covered at the upper end part of the post-cast strip 5, then waterproof mortar 2 is filled at the edge of the prefabricated cover plate 3 to prevent water, the area where the post-cast strip 5 is located can be inserted into indoor decoration and outdoor pipe network and municipal administration, road and greening engineering construction operation in advance, the engineering progress cannot be influenced, and concrete can be directly poured through the pouring sleeve 4 after the construction settlement is finished to realize the construction of the settled post-cast strip.
The device obtained by the design can basically meet the requirements that the construction period of the existing sedimentation post-cast strip is not influenced and the template supporting structure for the construction of the sedimentation post-cast strip is convenient to install and fix, but the designer further improves the device according to the aim of further improving the functions.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a subside post-cast strip bearing structure, includes concrete layer (1), its characterized in that: the concrete layer is characterized in that a post-pouring belt (5) is arranged in the middle of the concrete layer (1), a prefabricated cover plate (3) is arranged at the upper end of the post-pouring belt (5), a pouring sleeve (4) is arranged on the prefabricated cover plate (3), a bottom plate (7) is arranged on the lower end face of the concrete layer (1) and covers the position of the post-pouring belt (5), a plurality of vertical rods (8) are uniformly arranged on the lower end face of the bottom plate (7), a longitudinal support rod (6) is arranged between the upper ends of the vertical rods (8), the upper side of the support rod (6) is connected with the lower end face of the bottom plate (7), the vertical rods (8) are fixedly connected with each other through a plurality of horizontal rods (9) and longitudinal rods (10), the positions where the vertical rods (8), the horizontal rods (9) and the longitudinal rods (10) are connected are fixedly connected through locking pieces (11), and the locking pieces (11) comprise connecting rods (114), one end of the connecting rod (114) is used for fixedly connecting the longitudinal rod (10) and the vertical rod (8), and the other end of the connecting rod (114) is fixedly connected with the horizontal rod (9) through a clamping hoop (111).
2. The post-cast strip support structure according to claim 1, characterized in that the edge of the prefabricated cover plate (3) is provided with waterproof mortar (2) and the upper port of the pouring sleeve (4) on the prefabricated cover plate (3) is provided with a sealing cover plate.
3. A support structure for a post-cast settlement belt according to claim 2, wherein one end of the connecting rod (114) is fixedly provided with a screw head (116) through the longitudinal rod (10) and the vertical rod (8), and the screw head (116) is sleeved with a nut (115).
4. A post-cast strip support structure according to claim 3, characterized in that the other end of the connecting rod (114) is fixedly provided with a baffle (113), and the baffle (113) is provided in a circular arc shape fitting with the longitudinal rod (10).
5. The post-cast strip supporting structure for settlement according to claim 4, wherein the lower end of the clamp (111) is welded and fixed with the connecting rod (114), and a locking screw (112) is inserted through an opening at the upper end of the clamp (111).
6. The post-cast strip supporting structure for settlement of claim 5, wherein a backing plate (84) is arranged at the lower end of the vertical rod (8), an adjusting screw rod (82) is inserted into the upper end of the vertical rod (8), a rotatable adjusting plate (83) is arranged at the upper port of the vertical rod (8), the lower end of the adjusting screw rod (82) penetrates through the adjusting plate (83), a U-shaped frame (81) is fixedly arranged at the upper end of the adjusting screw rod (82), and the supporting rod (6) is arranged in the U-shaped frame (81).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021512544.3U CN213418472U (en) | 2020-07-28 | 2020-07-28 | Subside post-cast strip bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021512544.3U CN213418472U (en) | 2020-07-28 | 2020-07-28 | Subside post-cast strip bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213418472U true CN213418472U (en) | 2021-06-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021512544.3U Expired - Fee Related CN213418472U (en) | 2020-07-28 | 2020-07-28 | Subside post-cast strip bearing structure |
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| Country | Link |
|---|---|
| CN (1) | CN213418472U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113714715A (en) * | 2021-08-20 | 2021-11-30 | 中建新疆建工（集团）有限公司 | Welding device for post-cast strip closing-in net construction |
-
2020
- 2020-07-28 CN CN202021512544.3U patent/CN213418472U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113714715A (en) * | 2021-08-20 | 2021-11-30 | 中建新疆建工（集团）有限公司 | Welding device for post-cast strip closing-in net construction |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210611 |
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| CF01 | Termination of patent right due to non-payment of annual fee |