CN211817161U - Conversion device for collision between shear wall and foundation pit supporting beam - Google Patents
Conversion device for collision between shear wall and foundation pit supporting beam Download PDFInfo
- Publication number
- CN211817161U CN211817161U CN202020382349.7U CN202020382349U CN211817161U CN 211817161 U CN211817161 U CN 211817161U CN 202020382349 U CN202020382349 U CN 202020382349U CN 211817161 U CN211817161 U CN 211817161U
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- supporting beam
- wall
- foundation ditch
- foundation pit
- pit supporting
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- 238000006243 chemical reaction Methods 0.000 title claims abstract description 31
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 230000007246 mechanism Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 238000002955 isolation Methods 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000005192 partition Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009435 building construction Methods 0.000 abstract description 7
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 7
- 230000009471 action Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The utility model provides a shear force wall bumps conversion equipment with foundation ditch supporting beam mutually, including the shear force wall, the shear force wall inside has been seted up and has been reserved the mouth, and reserves the mouth internal connection and have foundation ditch supporting beam, foundation ditch supporting beam inner wall internally mounted has vertical reinforcing bar, and foundation ditch supporting beam inner wall inboard is connected with horizontal reinforcing bar, foundation ditch supporting beam inner wall internally mounted has the stirrup, concrete placement layer has been pour with the vertical reinforcing bar outside to horizontal reinforcing bar. The utility model provides a pair of shear force wall bumps conversion equipment with foundation ditch support roof beam mutually has the device by conversion concrete beam, conversion concrete column, reserves wall body horizontal reinforcement, and later watering expansion concrete constitutes, pours at the job site and realizes the conversion, and it can solve and influence construction operation face problem, can do not influence main building construction progress according to planning priority construction main building shear force wall simultaneously, obviously accelerates main building construction progress, creates considerable economic benefits.
Description
Technical Field
The utility model relates to a conversion equipment technical field especially relates to a shear force wall bumps conversion equipment with foundation ditch support beam mutually.
Background
The situation that a foundation pit supporting beam and a shear wall collide with each other is often encountered in the market, and under the situation, the construction of a lower main body structure is basically required to be completed, so that an upper main body shear wall can be constructed, the top binding time of a main building is prolonged, and the construction progress of the main building is influenced.
The existing conversion device cannot solve the problem that the foundation pit supporting beam collides with the shear wall of the main building and cannot solve the problem of influencing the construction operation surface, the conversion device is adopted, the shear wall of the main building can be constructed according to plan priority, the construction progress of the main building is not influenced, and meanwhile, a mechanism capable of stably positioning the foundation pit supporting beam on the shear wall is not provided.
Therefore, it is necessary to provide a device for converting a shear wall into a foundation pit supporting beam, which solves the above technical problems.
Disclosure of Invention
The utility model provides a shear force wall bumps conversion equipment with foundation ditch fender beam mutually, solved current conversion equipment and can not solve the problem that foundation ditch fender beam and main building shear force wall bump mutually, can not solve simultaneously and influence the construction working face problem, adopt conversion equipment, can be according to plan priority construction main building shear force wall, do not influence main building construction progress, do not possess simultaneously and can stabilize the problem of the mechanism of location on the shear force wall to foundation ditch fender beam.
For solving the technical problem, the utility model provides a pair of shear force wall bumps conversion equipment with foundation ditch supporting beam mutually, including the shear force wall, the shear force wall inside has been seted up and has been reserved the mouth, and reserves the mouth internal connection and have foundation ditch supporting beam, foundation ditch supporting beam inner wall internally mounted has vertical reinforcing bar, and foundation ditch supporting beam inner wall inboard is connected with horizontal reinforcing bar, foundation ditch supporting beam inner wall internally mounted has the stirrup, horizontal reinforcing bar has poured the concrete placement layer with vertical reinforcing bar outside, and is connected with positioning mechanism between concrete placement layer and the foundation ditch supporting beam.
Preferably, the distance between the inner wall of the reserved opening and the outer wall of the foundation pit supporting beam is mm, and the longitudinal sectional area of the foundation pit supporting beam is smaller than that of the shear wall.
Preferably, the shape of the vertical steel bars is matched with that of the transverse steel bars, and the vertical steel bars and the transverse steel bars are vertically distributed.
Preferably, the inside external screw thread embedded nail of pouring in concrete placement layer that is including pouring of positioning mechanism, and the outside movable sleeve of the embedded nail of external screw thread is equipped with the division board, the embedded nail outside cover of external screw thread is equipped with the clamp plate, and the external screw thread embedded nail outside threaded connection of external screw thread has hand to twist the bolt.
Preferably, the isolation plate forms a sleeving structure through the sleeve hole and the external thread embedded nail, and the thickness of the isolation plate is smaller than that of the pressing plate.
Preferably, the pressing plate forms a sleeving structure through the looping and the external thread embedded nail, and the pressing plate forms a detachable structure through the hand-screwed bolt and the external thread embedded nail.
Compared with the prior art, the utility model provides a pair of shear force wall bumps conversion equipment with foundation ditch support beam mutually has following beneficial effect:
1. the utility model discloses in, the device is by conversion concrete beam, conversion concrete column, reserves wall body horizontal reinforcement, and the later-poured expansion concrete is constituteed, pours the realization conversion at the job site, and it can solve and influence construction operation face problem, can be according to plan priority construction main building shear force wall simultaneously, does not influence main building construction progress, obviously accelerates main building construction progress, creates considerable economic benefits.
2. The utility model discloses in, install foundation ditch supporting beam in the reservation mouth of seting up through the shear force wall inside, can make foundation ditch supporting beam can guarantee the equilibrium of reserving the mouth with it simultaneously under the setting of vertical reinforcing bar and horizontal reinforcing bar to make things convenient for constructor to operate, reduced the degree of difficulty of manpower construction.
3. In the utility model, under the action of the positioning mechanism, when the stable support is needed to be carried out in the reserved opening arranged in the foundation pit supporting beam and the shear wall, then the inner part of the concrete pouring layer can be drilled, external thread embedded nails are embedded in the concrete, the square-shaped isolation plate is sleeved on the foundation pit supporting beam, meanwhile, the sleeve holes arranged on the periphery inside the isolation plate can sleeve the external thread embedded nails, and then the square pressure plate sleeves the foundation pit supporting beam, and the sleeve openings arranged around the inner part of the pressing plate can be sleeved on the external thread embedded nails, and then the external thread embedded nails are locked and screwed by hand to realize the stable support between the foundation pit supporting beam and the reserved opening thereof, so that the concrete poured by the foundation pit supporting beam can be ensured to be dried and then accurately positioned between the foundation pit supporting beam and the reserved opening thereof.
Drawings
Fig. 1 is a schematic structural view of a preferred embodiment of a device for converting a shear wall into a foundation pit supporting beam according to the present invention;
fig. 2 is a schematic structural view of a left side view of the conversion device for collision between a shear wall and a foundation pit supporting beam shown in fig. 1;
FIG. 3 is a schematic view showing a developed structure of the concrete cast layer shown in FIG. 1;
fig. 4 is an enlarged schematic view of a portion a shown in fig. 2.
Reference numbers in the figures: 1. a shear wall; 2. reserving a port; 3. supporting the beam in the foundation pit; 4. vertical reinforcing steel bars; 5. transverse reinforcing steel bars; 6. hooping; 7. pouring a concrete layer; 8. a positioning mechanism; 801. externally threaded embedded nails; 802. a separator plate; 803. pressing a plate; 804. the bolt is screwed by hand.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Please refer to fig. 1, fig. 2, fig. 3 and fig. 4, wherein fig. 1 is a schematic view of an overall structure of a transition device in which a shear wall and a foundation pit supporting beam collide with each other; FIG. 2 is a schematic diagram of a left side view of a shear wall and foundation pit supporting beam collision conversion device; FIG. 3 is a schematic structural view of a concrete cast layer being unfolded; fig. 4 is an enlarged schematic view of a structure at a. A shear wall and foundation pit supporting beam collision conversion device comprises a shear wall 1, a reserved opening 2, a foundation pit supporting beam 3, vertical steel bars 4, transverse steel bars 5, stirrups 6, a concrete pouring layer 7, a positioning mechanism 8, external thread embedded nails 801, a partition plate 802, a pressure plate 803 and hand-screwed bolts 804, wherein the reserved opening 2 is formed in the shear wall 1, and the inside of the reserved opening 2 is connected with a foundation pit supporting beam 3, the inner wall of the foundation pit supporting beam 3 is internally provided with a vertical reinforcing steel bar 4, and 3 inner walls inboard of foundation ditch supporting beam are connected with horizontal reinforcing bar 5, and 3 inner walls internally mounted of foundation ditch supporting beam have stirrup 6, and horizontal reinforcing bar 5 and vertical reinforcement 4 outside have pour concrete placement layer 7, and concrete placement layer 7 can be to reserving mouthful 2 with it between foundation ditch supporting beam 3 pour, and is connected with positioning mechanism 8 between concrete placement layer 7 and the foundation ditch supporting beam 3.
Further, the distance between the inner wall of the reserved opening 2 and the outer wall of the foundation pit supporting beam 3 is 300mm, the longitudinal sectional area of the foundation pit supporting beam 3 is smaller than that of the shear wall 1, and the distances between the four end faces of the inner wall of the reserved opening 2 and the periphery of the outer wall of the foundation pit supporting beam 3 are 300mm respectively.
Further, the shape of vertical reinforcing bar 4 is identical with the shape of horizontal reinforcing bar 5, and is vertical form distribution between vertical reinforcing bar 4 and the horizontal reinforcing bar 5, and vertical reinforcing bar 4 can improve its whole effect of supporting through the state of the vertical distribution between the horizontal reinforcing bar 5.
Further, the inside external screw thread embedded nail 801 of pouring in concrete placement 7 that is including pouring of positioning mechanism 8, and the outside activity cover of external screw thread embedded nail 801 is equipped with division board 802, and the outside cover of external screw thread embedded nail 801 is equipped with clamp plate 803, and the outside threaded connection of external screw thread embedded nail 801 has hand bolt 804, and division board 802 and clamp plate 803 inside offer the big or small same mouthful style of calligraphy mouth that registrates foundation ditch bracing beam 3.
Further, the division board 802 forms a nesting structure with the external thread embedded nail 801 through the trepanning, and the thickness of the division board 802 is smaller than that of the pressing plate 803, and the division board 802 can flatten the concrete pouring layer 7, so that the two ends of the reserved opening 2 and the surface of the shear wall 1 are kept in a parallel and level state.
Further, clamp plate 803 passes through the cuff and constitutes registrates structure with the pre-buried nail 801 of external screw thread, and clamp plate 803 constitutes detachable construction through hand-screw bolt 804 and the pre-buried nail 801 of external screw thread, and clamp plate 803 can compress tightly division board 802, and clamp plate 803 passes through division board 802 simultaneously and can keep apart with it between concrete placement 7 to conveniently dismantle clamp plate 803, be convenient for recycle.
The utility model provides a pair of shear force wall and foundation ditch support roof beam bump conversion equipment's theory of operation as follows:
when in use, a user firstly fixedly hoops the vertical reinforcing steel bars 4 and the transverse reinforcing steel bars 5 of the shear wall through the hooping bars 6 respectively, then pours the shear wall through concrete, reserves a reserved opening 2 in the shear wall 1, exposes the vertical reinforcing steel bars 4 and the transverse reinforcing steel bars 5 of the shear wall at a distance of 150mm from the inner wall of the reserved opening 2 respectively, then puts the foundation pit supporting beam 3 into the shear wall 1 to reserve a reserved opening 2, pours a concrete layer 7 in the reserved opening 2, then drills the inner part of the concrete layer 7 and embeds the external thread embedded nail 801 through the concrete, simultaneously nests the foundation pit supporting beam 3 through the square-shaped isolation plate 802, simultaneously nests the external thread embedded nail 801 through the trepanning arranged around the inner part of the isolation plate 802, and then nests the foundation pit supporting beam 3 through the square-shaped pressing plate 803 at the same time, and the sleeve openings arranged around the inner part of the pressure plate 803 can be sleeved on the external thread embedded nail 801, and then the external thread embedded nail 801 is locked by the hand-screwed bolt 804, so that the stable support between the foundation pit supporting beam 3 and the reserved opening 2 is realized, the concrete poured by the foundation pit supporting beam can be ensured to be capable of accurately positioning the foundation pit supporting beam 3 and the reserved opening 2 after being dried, and the working principle of the device is completed.
Compared with the prior art, the utility model provides a pair of shear force wall bumps conversion equipment with foundation ditch support beam mutually has following beneficial effect:
1. the utility model discloses in, the device is by conversion concrete beam, conversion concrete column, reserves wall body horizontal reinforcement, and the later-poured expansion concrete is constituteed, pours the realization conversion at the job site, and it can solve and influence construction operation face problem, can be according to plan priority construction main building shear force wall 1 simultaneously, does not influence main building construction progress, obviously accelerates main building construction progress, creates considerable economic benefits.
2. The utility model discloses in, install foundation ditch supporting beam 3 in the reservation mouth 2 of seting up through shear force wall 1 is inside, can make foundation ditch supporting beam 3 guarantee with it the equilibrium of reserving mouth 2 simultaneously under vertical reinforcement 4 and transverse reinforcement 5's setting to make things convenient for constructor to operate, reduced the degree of difficulty of manpower construction.
3. In the utility model, under the action of the positioning mechanism 8, when the stable support is needed to be carried out in the reserved opening 2 arranged in the foundation pit supporting beam 3 and the shear wall 1, it is possible to drill holes inside the concrete pouring layer 7 and pre-embed the male screw pre-embedded nails 801 through concrete, at the same time, the square-shaped isolation plate 802 is sleeved on the foundation pit supporting beam 3, the sleeve holes arranged on the periphery inside the isolation plate 802 can be sleeved on the external thread embedded nails 801, and then the square-shaped pressure plate 803 is sleeved on the foundation pit supporting beam 3, and the sleeve openings arranged around the inner part of the pressure plate 803 can be sleeved on the external thread embedded nail 801, and then the external thread embedded nail 801 is locked by the hand-screwed bolt 804, so that the stable support between the foundation pit supporting beam 3 and the reserved opening 2 is realized, and the concrete poured by the foundation pit supporting beam can be ensured to be accurately positioned between the foundation pit supporting beam 3 and the reserved opening 2 after being dried.
The above only is the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention are used in the specification and the attached drawings, or directly or indirectly applied to other related technical fields, and the same principle is included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a conversion equipment is bumped mutually to shear force wall and foundation ditch support roof beam, includes shear force wall (1), its characterized in that: shear force wall (1) inside has been seted up and has been reserved mouthful (2), and reserves mouthful (2) internal connection has foundation ditch supporting beam (3), foundation ditch supporting beam (3) inner wall internally mounted has vertical reinforcing bar (4), and foundation ditch supporting beam (3) inner wall inboard is connected with horizontal reinforcing bar (5), foundation ditch supporting beam (3) inner wall internally mounted has stirrup (6), horizontal reinforcing bar (5) and vertical reinforcing bar (4) external pouring have concrete placement layer (7), and are connected with positioning mechanism (8) between concrete placement layer (7) and foundation ditch supporting beam (3).
2. The shear wall and foundation pit supporting beam collision conversion device according to claim 1, wherein the distance between the inner wall of the reserved opening (2) and the outer wall of the foundation pit supporting beam (3) is 300mm, and the longitudinal sectional area of the foundation pit supporting beam (3) is smaller than that of the shear wall (1).
3. The collision conversion device of the shear wall and the foundation pit supporting beam according to claim 1, wherein the vertical steel bars (4) are matched with the transverse steel bars (5) in shape, and the vertical steel bars (4) and the transverse steel bars (5) are vertically distributed.
4. The shear wall and foundation pit supporting beam collision conversion device according to claim 1, wherein the positioning mechanism (8) comprises an external thread embedded nail (801) poured inside a concrete pouring layer (7), a partition plate (802) is movably sleeved outside the external thread embedded nail (801), a pressing plate (803) is sleeved outside the external thread embedded nail (801), and a hand-screwed bolt (804) is connected to the external thread of the external thread embedded nail (801).
5. The device for converting the collision between the shear wall and the foundation pit supporting beam as claimed in claim 4, wherein the isolation plate (802) and the external thread embedded nail (801) form a sleeved structure through a sleeve hole, and the thickness of the isolation plate (802) is smaller than that of the pressure plate (803).
6. The device for converting the collision between the shear wall and the foundation pit supporting beam as claimed in claim 4, wherein the pressing plate (803) and the external thread embedded nail (801) form a sleeved structure through a sleeve opening, and the pressing plate (803) and the external thread embedded nail (801) form a detachable structure through a hand-screwed bolt (804).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020382349.7U CN211817161U (en) | 2020-03-24 | 2020-03-24 | Conversion device for collision between shear wall and foundation pit supporting beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020382349.7U CN211817161U (en) | 2020-03-24 | 2020-03-24 | Conversion device for collision between shear wall and foundation pit supporting beam |
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| Publication Number | Publication Date |
|---|---|
| CN211817161U true CN211817161U (en) | 2020-10-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020382349.7U Expired - Fee Related CN211817161U (en) | 2020-03-24 | 2020-03-24 | Conversion device for collision between shear wall and foundation pit supporting beam |
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| CN (1) | CN211817161U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114580053A (en) * | 2022-02-09 | 2022-06-03 | 江苏龙腾工程设计股份有限公司 | Intelligent modeling method for assembled superposed shear wall based on BIM parameterization |
-
2020
- 2020-03-24 CN CN202020382349.7U patent/CN211817161U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114580053A (en) * | 2022-02-09 | 2022-06-03 | 江苏龙腾工程设计股份有限公司 | Intelligent modeling method for assembled superposed shear wall based on BIM parameterization |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201030 |