CN215107644U - Reinforced concrete corridor construction supporting structure for building construction technology - Google Patents
Reinforced concrete corridor construction supporting structure for building construction technology Download PDFInfo
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- CN215107644U CN215107644U CN202120889831.4U CN202120889831U CN215107644U CN 215107644 U CN215107644 U CN 215107644U CN 202120889831 U CN202120889831 U CN 202120889831U CN 215107644 U CN215107644 U CN 215107644U
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- reinforced concrete
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- 238000010276 construction Methods 0.000 title claims abstract description 30
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 16
- 238000005516 engineering process Methods 0.000 title claims abstract description 11
- 230000008093 supporting effect Effects 0.000 title claims description 32
- 238000009435 building construction Methods 0.000 title claims description 7
- 238000000034 method Methods 0.000 claims description 2
- 238000004891 communication Methods 0.000 claims 1
- 239000002023 wood Substances 0.000 description 4
- 239000004567 concrete Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
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Abstract
The utility model discloses a construction technology reinforced concrete vestibule construction bearing structure relates to vestibule construction equipment technical field. The utility model discloses an install four support piers in corridor bottom corner department respectively, along corridor length direction two relatively install the connecting rod that is on a parallel with corridor length direction on the support pier, two install a plurality of loading boards in proper order along corridor length direction between the connecting rod. The utility model discloses a design is used for the support mound of main support, and erection joint pole on the support mound designs a plurality of loading boards that are used for sharing bearing capacity between the connecting rod, and the plank that fixed plank sheathing was used can be placed in placing the frid, can fix the plank and the plank sheathing of placing in the frid at last, and such design had both satisfied the needs that conventional supported, and the structure is also simple, and the space that does not occupy the vestibule bottom completely can supply personnel to pass through.
Description
Technical Field
The utility model relates to a vestibule construction equipment technical field especially relates to a construction supporting structure of building construction technology reinforced concrete vestibule.
Background
The corridor is originally a form of ancient Chinese construction, namely a connecting structure between buildings, and is provided with a roof and no enclosure structure. The corridor is arranged on the one hand, and can facilitate the connection between the two towers due to the requirement on the building function. Meanwhile, the integrated body has good lighting effect and wide visual field, and can be used as a sightseeing corridor or a leisure coffee hall and the like.
Present vestibule carries out before the concrete construction, need build full hall scaffold, at the fixed plank sheathing in the top of scaffold, carry out reinforcement and concrete construction again on the plank sheathing, and present full hall scaffold is because the part is many, very troublesome when installation and demolish, full hall support makes the space of plank sheathing bottom all occupy by the steel pipe moreover, has influenced personnel's trafficability characteristic, for this design a building construction technique reinforced concrete vestibule construction bearing structure solves this problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a: support the installation and dismantle trouble and influenced the problem of plank sheathing below personnel trafficability characteristic for solving current full hall scaffold, the utility model provides a construction technical reinforced concrete vestibule construction bearing structure.
The utility model discloses a realize above-mentioned purpose and specifically adopt following technical scheme:
the utility model provides a construction technology reinforced concrete vestibule construction bearing structure, includes four support piers of installing respectively in vestibule bottom corner department, along vestibule length direction relative two install the connecting rod that is on a parallel with vestibule length direction on the support pier, two install a plurality of loading boards in proper order along vestibule length direction between the connecting rod, install a plurality of frid of placing that are used for placing the plank along vestibule width direction in proper order on the loading board.
Further, the support pier comprises a support box placed on the ground, a support block is arranged in the support box in a sliding mode, and a sliding groove matched with the support block is formed in the support box.
Furthermore, a first threaded rod penetrates through the support box and the support block simultaneously in a threaded manner, and a plurality of threaded holes matched with the first threaded rod are formed in the support box along the movement direction of the support block.
Further, the connecting rod includes a plurality of end to end's the body of rod, the fixture block is installed to the one end of the body of rod, the other end structure of the body of rod have with the draw-in groove of fixture block looks adaptation.
Furthermore, the supporting block is provided with a groove plate matched with the rod body, and the rod body is placed in the groove plate.
Furthermore, a second threaded rod is mounted on the groove plate, and the second threaded rod penetrates through the groove plate and the rod body simultaneously in a threaded mode.
In the first step, two ends of the bearing plate are provided with a third threaded rod which simultaneously penetrates through the bearing plate and the rod body in a threaded manner.
Furthermore, the first threaded rod, the second threaded rod and the third threaded rod are respectively provided with a first outer hexagon bolt, a second outer hexagon bolt and a third outer hexagon bolt.
The utility model has the advantages as follows:
the utility model discloses a design is used for the support mound of main support, and erection joint pole on the support mound designs a plurality of loading boards that are used for sharing bearing capacity between the connecting rod, and the plank that fixed plank sheathing was used can be placed in placing the frid, can fix the plank and the plank sheathing of placing in the frid at last, and such design had both satisfied the needs that conventional supported, and the structure is also simple, and the space that does not occupy the vestibule bottom completely can supply personnel to pass through.
Drawings
Fig. 1 is a schematic perspective view of the present invention;
fig. 2 is a top view of the present invention;
fig. 3 is a side view of the present invention;
fig. 4 is a front view of the present invention;
fig. 5 is a sectional view taken along the line a-a in fig. 3 according to the present invention.
Reference numerals: 1. supporting piers; 101. a support box; 102. a support block; 103. a chute; 2. a connecting rod; 201. a rod body; 202. a clamping block; 3. a carrier plate; 4. placing a groove plate; 5. a first threaded rod; 501. a first outer hexagon bolt; 6. a threaded hole; 7. a card slot; 8. a groove plate; 801. a second threaded rod; 9. a third threaded rod; 901. a third outer hexagon bolt; 10. and a second outer hexagon bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.
In the description of the embodiments of the present invention, it should be noted that the terms "inside", "outside", "up", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are conventionally placed when used, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element to which the term refers must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention.
As shown in figure 1, an embodiment of the utility model provides a construction supporting structure for reinforced concrete corridor construction, including four supporting piers 1 installed at the corners of the bottom of the corridor respectively, two supporting piers 1 opposite along the length direction of the corridor are installed with connecting rods 2 parallel to the length direction of the corridor, a plurality of bearing plates 3 are installed between the two connecting rods 2 along the length direction of the corridor in sequence, a plurality of placing groove plates 4 for placing wood plates are installed on the bearing plates 3 along the width direction of the corridor in sequence, the supporting piers 1 are arranged in the vertical direction and are respectively located at the four corners of the bottom of the corridor, in an embodiment of the utility model, in order to make the supporting effect of the supporting piers 1 better, the supporting piers 1 are also arranged between the two supporting piers 1 along the length direction of the corridor, the connecting rods 2 are arranged in the horizontal direction and are located at the top of the supporting piers 1, the bearing plate 3 is horizontally arranged at the top of the connecting rod 2, the placing groove plates 4 are in a U shape and are arranged at the top of the bearing plate 3, wood boards fixed with the wood formwork are placed inside the placing groove plates 4 along the length direction of the corridor, and the force applied to the supporting structure on the wood formwork can be uniformly dispersed everywhere due to the design.
As shown in fig. 1, 4 and 5, in particular, the support pier 1 is preferably configured such that the support pier 1 includes a support box 101 placed on the ground, a support block 102 is slidably mounted in the support box 101, a sliding groove 103 adapted to the support block 102 is configured in the support box 101, the support box 101 is vertically placed on the ground, and the support block 102 can move vertically inside the support box 101, so that the height of the support pier 1 can be adjusted to adapt to different corridor concrete constructions.
As shown in fig. 1, 3 and 4, in particular, the support block 102 moves in the vertical direction in the support box 101 in such a manner that the support box 101 and the support block 102 are simultaneously threaded with a first threaded rod 5, the support box 101 is formed with a plurality of threaded holes 6 adapted to the first threaded rod 5 in the movement direction of the support block 102, the first threaded rods 5 are horizontally arranged in two, and the corresponding threaded holes 6 are sequentially formed in the outer side of the support box 101 in the height direction thereof.
As shown in fig. 1 and fig. 2, in order to facilitate the detachment of the connecting rod 2, the connecting rod 2 includes a plurality of end-to-end rod bodies 201, the fixture block 202 is installed at one end of the rod bodies 201, and the other end of the rod bodies 201 is configured with a clamping groove 7 adapted to the fixture block 202. in an embodiment of the present invention, the fixture block 202 is configured in a T shape, and the corresponding clamping groove 7 is also configured in a T shape.
As shown in fig. 1, 3 and 4, the rod 201 is connected to the supporting block 102 in a specific manner, the supporting block 102 is provided with a groove plate 8 matched with the rod 201, the rod 201 is placed in the groove plate 8, the groove plate 8 is U-shaped and is arranged to be fixed on the top of the supporting block 102 in a horizontal direction, and the rod 201 is located in the U-shaped structure of the groove plate 8.
As shown in fig. 3, in order to make the connection between the rod 201 and the slot plate 8 more stable, a second threaded rod 801 is installed on the slot plate 8 and penetrates through the slot plate 8 and the rod 201, and the second threaded rod 801 is arranged in a horizontal direction.
As shown in fig. 1, 4 and 5, in order to make the connection between the bearing plate 3 and the rod body 201 more stable, a third threaded rod 9 is installed at both ends of the bearing plate 3 and penetrates through the bearing plate 3 and the rod body 201, and specifically, the third threaded rod 9 is vertically arranged.
As shown in fig. 1 and 4, in order to facilitate mounting and dismounting, a first external hexagonal bolt 501, a second external hexagonal bolt 10 and a third external hexagonal bolt 901 are respectively mounted on the first threaded rod 5, the second threaded rod 801 and the third threaded rod 9.
Claims (8)
1. The utility model provides a construction technology reinforced concrete vestibule construction bearing structure, a serial communication port, including installing four support mounds (1) in vestibule bottom corner department respectively, along vestibule length direction relative two install connecting rod (2) that are on a parallel with vestibule length direction on the support mound (1), two install a plurality of loading boards (3) in proper order along vestibule length direction between connecting rod (2), install a plurality of frid (4) of placing that are used for placing the plank along vestibule width direction in proper order on loading board (3).
2. A supporting structure for reinforced concrete corridor construction according to the building construction technology of claim 1, characterized in that the supporting pier (1) comprises a supporting box (101) placed on the ground, a supporting block (102) is slidably mounted in the supporting box (101), and a sliding groove (103) matched with the supporting block (102) is constructed in the supporting box (101).
3. A supporting structure for the reinforced concrete corridor construction in the building construction technology according to claim 2, wherein the supporting box (101) and the supporting block (102) are simultaneously threaded through a first threaded rod (5), and the supporting box (101) is provided with a plurality of threaded holes (6) matched with the first threaded rod (5) along the moving direction of the supporting block (102).
4. The supporting structure for reinforced concrete corridor construction in building construction technology according to claim 1, wherein the connecting rod (2) comprises a plurality of rod bodies (201) connected end to end, a clamping block (202) is installed at one end of each rod body (201), and a clamping groove (7) matched with the clamping block (202) is formed at the other end of each rod body (201).
5. A support structure for the reinforced concrete corridor construction according to the construction technology of the claim 4, characterized in that the groove plates (8) matched with the rod bodies (201) are installed on the support block (102), and the rod bodies (201) are placed in the groove plates (8).
6. A support structure for the reinforced concrete corridor construction according to the construction technology of the claim 5, wherein the groove plate (8) is installed with a second threaded rod (801) which is threaded through the groove plate (8) and the rod body (201).
7. A support structure for reinforced concrete corridor construction according to the construction technique of claim 6, wherein both ends of the bearing plate (3) are installed with a third threaded rod (9) which is threaded through both the bearing plate (3) and the rod body (201).
8. The supporting structure for the construction of the reinforced concrete corridor according to the claim 7, wherein the first threaded rod (5), the second threaded rod (801) and the third threaded rod (9) are respectively provided with a first outer hexagonal bolt (501), a second outer hexagonal bolt (10) and a third outer hexagonal bolt (901).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120889831.4U CN215107644U (en) | 2021-04-27 | 2021-04-27 | Reinforced concrete corridor construction supporting structure for building construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120889831.4U CN215107644U (en) | 2021-04-27 | 2021-04-27 | Reinforced concrete corridor construction supporting structure for building construction technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215107644U true CN215107644U (en) | 2021-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120889831.4U Expired - Fee Related CN215107644U (en) | 2021-04-27 | 2021-04-27 | Reinforced concrete corridor construction supporting structure for building construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215107644U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856246A (en) * | 2022-06-01 | 2022-08-05 | 东莞市建工集团有限公司 | Gallery bearing structure encorbelments |
-
2021
- 2021-04-27 CN CN202120889831.4U patent/CN215107644U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114856246A (en) * | 2022-06-01 | 2022-08-05 | 东莞市建工集团有限公司 | Gallery bearing structure encorbelments |
| CN114856246B (en) * | 2022-06-01 | 2024-04-05 | 东莞市建工集团有限公司 | Encorbelment vestibule bearing structure |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211210 |