CN219773022U - Ecological PC basis bed-jig structure - Google Patents
Ecological PC basis bed-jig structure Download PDFInfo
- Publication number
- CN219773022U CN219773022U CN202320481392.2U CN202320481392U CN219773022U CN 219773022 U CN219773022 U CN 219773022U CN 202320481392 U CN202320481392 U CN 202320481392U CN 219773022 U CN219773022 U CN 219773022U
- Authority
- CN
- China
- Prior art keywords
- foundation
- ecological
- structure according
- bed
- trabecula
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 20
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 238000000465 moulding Methods 0.000 claims abstract description 15
- 244000302661 Phyllostachys pubescens Species 0.000 claims description 26
- 235000003570 Phyllostachys pubescens Nutrition 0.000 claims description 26
- 239000011159 matrix material Substances 0.000 claims 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 abstract description 15
- 235000017491 Bambusa tulda Nutrition 0.000 abstract description 15
- 235000015334 Phyllostachys viridis Nutrition 0.000 abstract description 15
- 241001330002 Bambuseae Species 0.000 abstract description 13
- 239000011425 bamboo Substances 0.000 abstract description 13
- 230000007613 environmental effect Effects 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- 239000002689 soil Substances 0.000 description 8
- 230000000694 effects Effects 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 241000209128 Bambusa Species 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000007781 pre-processing Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses an ecological PC foundation moulding bed structure, which relates to the technical field of building construction and comprises a plurality of moulding bed main bodies, wherein the plurality of moulding bed main bodies are spliced in sequence to form the ecological PC foundation moulding bed structure, and the moulding bed main bodies comprise: a plurality of bearing platforms; a bottom plate connected between the plurality of bearing platforms; the base girders are connected between two adjacent bearing platforms; a foundation trabecula disposed transversely between two of the foundation main beams; a water collection well disposed on the base plate; the bamboo reinforcement bars arranged on the bearing platform, the basic girder and the basic trabecula have the advantages of stable and firm connection, environmental protection, convenient and efficient installation, high use safety and environmental protection.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to an ecological PC foundation moulding bed structure.
Background
When the traditional basement structure bottom plate is constructed, a sintered brick building jig mould is generally adopted, the jig mould needs to be manually piled block by block, and the whole jig mould needs to be painted after the construction is finished, so that the construction is slow, and a large amount of labor is needed.
In order to improve the environmental protection of building, reduce the cost of labor, promote efficiency of construction, appearing the child mould structure among the prior art, utilize building material to make the template promptly, directly splice the template when being under construction and install, can obtain the building structure that can use, such as basement structure, and child mould simple structure among the prior art, consequently intensity is lower.
Disclosure of Invention
In view of the above, the present utility model provides an ecological PC base tire mold structure to solve the above technical problems.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides an ecological PC basis bed-jig structure, includes a plurality of bed-jig main part, and a plurality of bed-jig main part splices in proper order and forms this ecological PC basis bed-jig structure, the bed-jig main part includes:
a plurality of bearing platforms;
a bottom plate connected between the plurality of bearing platforms;
the base girders are connected between two adjacent bearing platforms;
a foundation trabecula disposed transversely between two of the foundation main beams;
a water collection well disposed on the base plate;
and the moso bamboo reinforcement is arranged on the bearing platform, the basic girder and the basic trabecula.
Further, the bearing platform comprises a bearing platform bottom plate and four bearing platform wallboards connected to the bearing platform bottom plate in an end-to-end mode.
Furthermore, pile holes are formed in the bottom plate of the bearing platform.
Furthermore, beam holes for placing the foundation main beams are formed in the bearing platform wallboard.
Still further, the foundation girder includes a foundation girder bottom plate and a pair of foundation girder wallboards symmetrically disposed on the foundation girder bottom plate.
Still further, the foundation trabecula includes two first U templates and two second U templates, first U template includes trabecula bottom plate and symmetry setting is in a pair of first beam slab on the trabecula bottom plate, the second U template includes trabecula bottom plate and symmetry setting is in a pair of second beam slab on the trabecula bottom plate.
Further, the second beam plate is vertically connected with the adjacent first beam plate to form an L shape.
Further, two second U-shaped plates are connected through the foundation Liang Qiangban.
Still further, the mao bamboo reinforcement includes a plurality of first vertical mao bamboos and a plurality of first horizontal mao bamboos of vertically and horizontally staggered setting on the cushion cap wallboard.
Still further, the bamboo reinforcement further comprises a plurality of second longitudinal bamboo strands and a plurality of second transverse bamboo strands, wherein the plurality of second longitudinal bamboo strands and the plurality of second transverse bamboo strands are crisscrossed and arranged on the foundation Liang Qiangban, the first U-shaped plate and the second U-shaped plate.
From the above technical solution, the advantages of the present utility model are:
1. the utility model is composed of the bearing platform, the foundation girder, the foundation trabecula, the water collecting well and the bottom plate, wherein the water collecting well can increase the water draining effect, so that the water resistance is better, the bearing platform, the foundation girder, the foundation trabecula and the bottom plate form a rectangular structure which can be spliced, therefore, the utility model has reasonable structure, high integral strength and can splice according to the construction condition, and compared with the conditions of long construction period and large manual demand of the traditional manual masonry, the utility model has higher construction efficiency, saves labor and has lower production cost.
2. The utility model is also provided with the phyllostachys pubescens reinforcement, which can increase the overall connectivity of the bearing platform, the foundation girder, the foundation trabecula and the bottom plate, thereby leading the rigidity of the PC moulding bed to be better.
3. The tire mold is made of the building waste materials, so that the problems that the garbage resources occupy the land resources and are troublesome to process can be solved, and the influence of the garbage on the environment can be reduced, so that the environment is more protected.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the utility model.
Fig. 1 is a perspective view of the present utility model.
Fig. 2 is a top view of fig. 1.
Fig. 3 is a schematic view of the structure of the row-table of the present utility model.
Fig. 4 is a schematic structural view of a basic girder of the present utility model.
Fig. 5 is a schematic structural view of the basic trabecula of the present utility model.
Fig. 6 is a schematic structural view of the water collection well of the present utility model.
Fig. 7 is a schematic structural view of the base plate of the present utility model.
Fig. 8 is a schematic structural diagram of the connection between the reinforcing bars and the bearing platform of the moso bamboo.
Fig. 9 is a schematic structural view of the connection of the phyllostachys pubescens reinforcement bars and the basic girder.
Fig. 10 is a schematic structural view of the connection of the phyllostachys pubescens reinforcement bar and the first U-shaped plate.
Fig. 11 is a schematic structural view of the connection of the phyllostachys pubescens reinforcement bar and the second U-shaped plate.
List of reference numerals: the pile cap 1, the pile cap bottom plate 11, the pile cap wallboard 12, the beam holes 13, the pile holes 14, the foundation main beam 2, the foundation main beam bottom plate 21, the foundation Liang Qiangban, the foundation trabecula 3, the first beam plate 31, the second beam plate 32, the trabecula bottom plate 33, the water collecting well 4, the bottom plate 5, the moso bamboo reinforcement 6, the first longitudinal moso bamboo 61, the first transverse moso bamboo 62, the second longitudinal moso bamboo 63 and the second transverse moso bamboo 64.
Detailed Description
The present utility model will be described in further detail with reference to the following embodiments and the accompanying drawings, in order to make the objects, technical solutions and advantages of the present utility model more apparent. The exemplary embodiments of the present utility model and the descriptions thereof are used herein to explain the present utility model, but are not intended to limit the utility model.
It should be noted that, in the embodiments of the present utility model, all directional indicators (such as up, down, left, right, front, and rear … …) are merely used to explain the relative positional relationship, movement conditions, and the like between the components in a specific posture (as shown in the drawings), and if the specific posture is changed, the connection in which the directional indicator is correspondingly changed may be a direct connection or an indirect connection.
Furthermore, the terms "first," "second," and the like, are used merely for distinguishing between descriptions and not for distinguishing between them.
Referring to fig. 1 to 11, as shown in fig. 1, the present embodiment provides an ecological PC base tire mold structure, which includes a plurality of tire mold main bodies, the plurality of tire mold main bodies are sequentially spliced to form the ecological PC base tire mold structure, the tire mold main bodies include: a plurality of platforms 1; a base plate 5, wherein the base plate 5 is connected among a plurality of bearing platforms 1; a plurality of basic girders 2, each basic girder 2 is connected between two adjacent bearing platforms 1; a foundation trabecula 3, wherein the foundation trabecula 3 is transversely arranged between two foundation main beams 2 which are arranged at left and right intervals; a water collection well 4, the water collection well 4 being arranged on the bottom plate 5 and being located on the upper side of the foundation trabecula 3; and the bearing platform 1, the basic girder 2 and the basic trabecula 3 are all provided with a moso bamboo reinforcement 6.
Preferably, in the embodiment of the present utility model, the number of the bearing platforms 1 is four, and the four bearing platforms 1 are rectangular.
In the embodiment of the utility model, during installation, firstly, the earthwork of the bearing platform 1 and the collector well 4 is excavated, then the bearing platform 1 and the collector well 4 are installed, then the earthwork of the foundation girder 2 and the foundation trabecula 3 is excavated, then the foundation girder 2 and the foundation trabecula 3 are installed, finally, the bottom plate 5 is installed after the earthwork of the bottom plate 5 is excavated, and the mode of simultaneously excavating and installing is adopted, so that not only the earth excavation surface, but also the exposure time can be reduced, and the building speed of the tire mold is faster.
In the embodiment of the utility model, after the bearing platform 1, the foundation main beam 2 and the foundation trabecula 3 are installed, the peripheral backfill is needed for filling and fixing.
In the embodiment of the utility model, as shown in fig. 7, the bottom plate 5 is a plane plate, and when in masonry, the connection part of the bottom plates 5 of two adjacent moulding bed main bodies needs to be fixed on a lower soil layer by using mortar, so that the elevation position is accurate, the integral connection strength is improved, the waterproof capacity is improved, gaps are arranged between the bottom plates 5 and the soil layer except the connection part (the flatness error of the soil layer adopts mortar leveling when excavation, and a certain gap is arranged between the leveled soil layer and the bottom plate 5), so that water is conveniently discharged into a water accumulation pit arranged for temporary drainage.
As shown in fig. 6, the inner edge of the water collecting well 4 is provided with an inclined surface, so that the reliable connection between the bottom plate 5 and the water collecting well 4 is facilitated, the firm effect is achieved, the overall shock resistance and the waterproof performance are improved, the water flowing into the water collecting well 4 can be accelerated, and the waterproof performance is improved.
In the embodiment of the utility model, a gap is reserved between the moulding bed main body and the soil layer or is filled with mortar, and the gap is used for draining water to a water accumulation pit for dewatering through the gap or the mortar, so that the basement has a good waterproof effect.
Preferably, in the embodiment of the utility model, the joints of the bearing platform 1 and the bottom plate 5, the bearing platform 1 and the foundation girder 2, the foundation girder 2 and the foundation trabecula 3, and the bottom plate 5 and the water collecting well 4 are sealed by adopting structural adhesive, so that the integral waterproof performance is better, multiple waterproof constructions are not needed, and the construction steps are fewer.
As shown in fig. 3, the bearing platform 1 includes a bearing platform bottom plate 11 and four bearing platform wall plates 12, and the four bearing platform wall plates 12 are connected to the bearing platform bottom plate 11 in an end-to-end manner.
In the embodiment of the utility model, the pile holes 14 are formed on the pile cap base plate 11, the pile holes 14 facilitate the pile cap base plate 11 to be sleeved into piles of a basement (generally, the basement is provided with design piles, prestressed pipe piles, punched filling piles and the like), and the joint of the pile cap base plate 11 and the piles is fixed by adopting structural adhesive, so that the sealing performance and the firmness are stronger.
In the embodiment of the utility model, the girder holes 13 are formed in the bearing platform wallboard 12, the girder holes 13 are used for placing the foundation girders 2, and by arranging the girder holes 13, the foundation girders 2 can be stably installed, the accuracy of installation and positioning can be improved, and the installation is faster and more efficient.
As shown in fig. 4, the base girder 2 includes a base girder base plate 21 and a pair of bases Liang Qiangban, and the pair of bases Liang Qiangban are symmetrically disposed on the base girder base plate 21, so that the base girder 2 forms a straight groove shape.
As shown in fig. 5, the base trabecula 3 includes two first U-shaped plates disposed at intervals and two second U-shaped plates disposed at intervals, the first U-shaped plates include a trabecula bottom plate 33 and a pair of first beam plates 31, the pair of first beam plates 31 are symmetrically disposed on the trabecula bottom plate 33, the second U-shaped plates include a trabecula bottom plate 33 and a pair of second beam plates 32, and the pair of second beam plates 32 are symmetrically disposed on the trabecula bottom plate 33.
As shown in fig. 2, the second beam plate 32 is vertically connected with the adjacent first beam plate 31 to form an L shape, and the connection between the second beam plate 32 and the adjacent first beam plate 31 is fixed by using structural adhesive.
In the embodiment of the utility model, two second U-shaped plates are connected with the foundation Liang Qiangban in a penetrating way so as to improve the drainage effect.
As shown in fig. 8, the bamboo reinforcement 6 includes a plurality of first longitudinal bamboo strands 61 and a plurality of first transverse bamboo strands 62, and the first longitudinal bamboo strands 61 and the first transverse bamboo strands 62 are disposed on the platform wallboard 12 in a crisscross manner.
As shown in fig. 9, 10 and 11, the bamboo reinforcement 6 further includes a plurality of second longitudinal moso bamboo 63 and a plurality of second transverse moso bamboo 64, and the plurality of second longitudinal moso bamboo 63 and the plurality of second transverse moso bamboo 64 are disposed on the foundation Liang Qiangban 22, the first U-shaped board and the second U-shaped board in a crisscross manner.
By arranging the phyllostachys pubescens reinforcement 6, the bending resistance of the bearing platform 1, the foundation main girder 2 and the foundation trabecula 3 can be improved, and materials can be saved, so that the production cost is reduced.
In summary, the ecological PC moulding bed of the utility model is used for recycling concrete aggregate and construction waste, and is fixed by adopting a seat slurry form to be fixedly combined with surrounding backfill soil, so that the overall rigidity and strength capability are improved, soil layer slippage can be blocked when earthwork slides, the service life of the utility model is prolonged, in addition, the adoption of a mode of pre-processing and re-installation can lead the section size to be accurate and stable, the environmental protection and the safety can be greatly improved, and due to the firmness of the ecological PC moulding bed, the utility model can also achieve the effects of protecting the structure, improving the shock resistance, the impermeability and the buffering when the soil layer generates thrust or earthquakes due to stress, thereby ensuring the structural safety and achieving the aim of ecological environmental protection.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, and various modifications and variations can be made to the embodiments of the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (10)
1. The utility model provides an ecological PC basis bed-jig structure, its characterized in that includes a plurality of bed-jig main part, and a plurality of bed-jig main part splices in proper order and forms this ecological PC basis bed-jig structure, the bed-jig main part includes:
a plurality of platforms (1);
a base plate (5) connected between the plurality of the platforms (1);
the device comprises a plurality of basic main beams (2), wherein each basic main beam (2) is connected between two adjacent bearing platforms (1);
a foundation trabecula (3) arranged transversely between two of the foundation main beams (2);
a water collection well (4) provided on the bottom plate (5);
and the moso bamboo reinforcement (6) is arranged on the bearing platform (1), the basic main beam (2) and the basic trabecula (3).
2. Ecological PC foundation moulding bed structure according to claim 1, characterized in that the platform (1) comprises a platform base plate (11) and four platform wall plates (12) connected end to end on the platform base plate (11).
3. Ecological PC foundation moulding bed structure according to claim 2, characterized in that pile holes (14) are provided in the bearing platform base plate (11).
4. Ecological PC foundation moulding bed structure according to claim 2, characterized in that the bearing platform wallboard (12) is provided with beam holes (13) for placing the foundation main beams (2).
5. The ecological PC foundation matrix structure according to claim 2, characterized in that the foundation girder (2) comprises a foundation girder base plate (21) and a pair of foundations Liang Qiangban (22) symmetrically arranged on the foundation girder base plate (21).
6. The ecological PC foundation matrix structure according to claim 5, characterized in that the foundation trabeculae (3) comprise two first U-shaped plates comprising a trabecular bedplate (33) and a pair of first beam plates (31) symmetrically arranged on the trabecular bedplate (33), and two second U-shaped plates comprising a trabecular bedplate (33) and a pair of second beam plates (32) symmetrically arranged on the trabecular bedplate (33).
7. An ecological PC foundation moulding bed structure according to claim 6, wherein the second beam plate (32) is vertically connected to the adjacent first beam plate (31) in an "L" shape.
8. An ecological PC base matrix structure according to claim 7, characterized in that two second U-shaped plates are connected through the base Liang Qiangban (22).
9. The ecological PC foundation matrix structure according to claim 6, characterized in that the phyllostachys pubescens reinforcement (6) comprises a plurality of first longitudinal phyllostachys pubescens (61) and a plurality of first transverse phyllostachys pubescens (62) crisscross arranged on the bearing platform wallboard (12).
10. The ecological PC foundation matrix structure according to claim 9, characterized in that the phyllostachys pubescens reinforcement (6) further comprises a plurality of second longitudinal phyllostachys pubescens (63) and a plurality of second transverse phyllostachys pubescens (64), the plurality of second longitudinal phyllostachys pubescens (63) and the plurality of second transverse phyllostachys pubescens (64) being disposed crisscross on the foundation Liang Qiangban (22), the first U-shaped board and the second U-shaped board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320481392.2U CN219773022U (en) | 2023-03-14 | 2023-03-14 | Ecological PC basis bed-jig structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320481392.2U CN219773022U (en) | 2023-03-14 | 2023-03-14 | Ecological PC basis bed-jig structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219773022U true CN219773022U (en) | 2023-09-29 |
Family
ID=88108371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320481392.2U Active CN219773022U (en) | 2023-03-14 | 2023-03-14 | Ecological PC basis bed-jig structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219773022U (en) |
-
2023
- 2023-03-14 CN CN202320481392.2U patent/CN219773022U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109648696B (en) | Steel bar connected side slope prefabricated lattice beam and manufacturing method and construction method thereof | |
| CN102839601A (en) | Fixed connection structure for steel pier column and cushion cap of portal rigid frame overbridge and construction method of fixed connection structure | |
| CN111236258A (en) | Prefabricated pile wall supporting structure with stiffening rib wall and unloading platform and construction method thereof | |
| CN107761759B (en) | L-shaped concrete retaining wall | |
| CN202787055U (en) | Pier fixed connection structure of steel structure overhead bridge | |
| CN209855277U (en) | Conversion layer structure for underground added layer of existing building | |
| CN212801564U (en) | Foundation ditch steel sheet pile supporting construction | |
| CN113502835A (en) | Wet cellular assembled gridwork roof beam slope protection structure of connecting | |
| CN213143117U (en) | Assembled keyway basis retaining wall structure | |
| CN110904992B (en) | Elevator foundation member for integrally assembling elevator and construction method thereof | |
| CN109235482B (en) | Tower crane foundation based on bonded prestressed concrete and construction method thereof | |
| CN210507502U (en) | Prefabricated assembled concrete slab bed structure | |
| CN219773022U (en) | Ecological PC basis bed-jig structure | |
| CN113235645B (en) | Tower crane foundation reserved joint bar assembly type forming die construction method | |
| CN214884632U (en) | Assembled shaped steel composite wall | |
| CN216041272U (en) | Prefabricated fetal membrane subassembly | |
| KR101808833B1 (en) | Floor structure of underground floor with reduced floor height using shear reinforcement and the construction method thereof | |
| CN212452765U (en) | Two-in-one underground pipe gallery structure | |
| CN205636750U (en) | Permanent supporting assembled cellar structure system of intensification | |
| CN106120853A (en) | A kind of inverted construction method of frame bridge | |
| CN105951980B (en) | Concrete modular splicing frame building structure | |
| CN1037286C (en) | Multi-layer integrate working pile supporting system and working method | |
| CN221297634U (en) | Structure of arched culvert for road | |
| CN209989834U (en) | Prefabricated combination barricade of assembled of having pile foundation condition | |
| CN210712821U (en) | Grouting type underground continuous wall with prefabricated wall boards |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |