CN216552610U - Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need - Google Patents
Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need Download PDFInfo
- Publication number
- CN216552610U CN216552610U CN202122851009.1U CN202122851009U CN216552610U CN 216552610 U CN216552610 U CN 216552610U CN 202122851009 U CN202122851009 U CN 202122851009U CN 216552610 U CN216552610 U CN 216552610U
- Authority
- CN
- China
- Prior art keywords
- plywood
- crossbeam
- cast
- hole
- cross beam
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a turnover assembly type composite slab cast-in-place belt mold hanging device which comprises a first cross beam, a composite slab body, a second cross beam, a first through hole, a plywood and a pull rod, wherein the second cross beam is arranged below the first cross beam, the first through hole is formed in the surfaces of the first cross beam and the second cross beam, the plywood is arranged between the first cross beam and the second cross beam, a batten is placed between the lower surface of the plywood and the second cross beam, the surface of the plywood is provided with the second through hole, the pull rod is inserted into the first through hole and the second through hole, the composite slab body is placed on the upper surface of the plywood, a concrete block is placed on the upper surface of the composite slab body, an embedded groove is formed in the surface of one side, opposite to the plywood, of the composite slab body, and a sealing rubber strip are inserted into the embedded groove. The utility model can greatly reduce the working strength of the frame body erection, can be conveniently used repeatedly, and effectively improves the material turnover and the material utilization rate.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a turnover assembly type composite slab cast-in-place belt mold hanging device.
Background
The assembly type building is a novel building mode integrating the traditional building process and the building industrialization, and is gradually popularized and adopted in buildings nowadays after continuous development and improvement over the years.
Through massive search, the prior art is found, and the publication number is as follows: CN206769154U discloses a superimposed sheet cast-in-place slab band ceiling tile template. This template includes L shape eave tile bolt, the sleeve pipe, the splint template, the square cushion piece, the nut, short channel steel and short steel bar, the hole has all been seted up to splint template and short channel steel, align from top to bottom, thereby L shape eave tile bolt passes the hole and connects splint template and short channel steel, set up the square cushion piece between splint template and short channel steel, the short steel bar is arranged in superimposed sheet cast-in-place slab band department, L shape eave tile bolt 1's upper portion is equipped with the L shape elbow that is used for hooking the short steel bar, the straight end in lower part is equipped with the screw thread of screwing up with the nut cooperation, cup joint the sleeve pipe on L shape eave tile bolt's upper portion. The utility model does not need to erect the upright column, fixes the template by the tool type hanging bracket and the template body and the reinforcing steel bar, can rapidly complete the pouring of concrete, can reuse the hanging bracket template after the template is removed, and is economic and convenient.
In conclusion, the splicing joint connection between the laminated slabs in the fabricated building is usually constructed by cast-in-place concrete, a template support system is generally erected in a cast-in-place slab band area for the construction of the splicing joint of the laminated slabs at present, compared with the traditional cast-in-place floor structure, the construction process for erecting the template support system is still more complicated, and the turnover utilization efficiency of materials such as templates, supports and the like is lower.
SUMMERY OF THE UTILITY MODEL
The utility model provides a turnover assembly type composite slab cast-in-place belt mold hanging device, which solves the technical problems.
The scheme for solving the technical problems is as follows: the utility model provides a cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need, includes first crossbeam, superimposed sheet body, second crossbeam, first through-hole, plywood and pull rod, first crossbeam below is provided with the second crossbeam, first crossbeam lower surface both ends symmetric welding has the depression bar, first crossbeam with first through-hole has all been seted up on second crossbeam surface, first crossbeam with be provided with the plywood between the second crossbeam, the second through-hole of symmetric distribution is seted up on the plywood surface, first through-hole with the inside grafting of second through-hole has the pull rod, the superimposed sheet body of symmetric distribution has been placed to the plywood upper surface, the concrete piece has all been placed to superimposed sheet body upper surface, the superimposed sheet body with the gomphosis groove has all been seted up on the relative side surface of plywood, gomphosis inslot portion is pegged graft and is had sealing rubber strip.
The utility model has the beneficial effects that: the utility model has fewer structures to be erected in the actual use process, can effectively reduce the erecting labor intensity of workers, thereby improving the construction efficiency, can effectively improve the material turnover and material utilization efficiency because the members can be repeatedly used, is less influenced by the construction site factors, and is simpler and more convenient to install and use.
On the basis of the technical scheme, the utility model can be further improved as follows.
Furthermore, the outer walls of the two ends of the pull rod are both provided with threads.
The beneficial effect of adopting the further scheme is that: the screw thread is opened at both ends of the pull rod, which is convenient for the installation of the screw cap.
Furthermore, the pull rod penetrates through the outer wall of one end of the first through hole and is sleeved with a nut in a rotating mode.
The beneficial effect of adopting the further scheme is that: the staff passes through the spanner rotation nut, can drive the nut and screw in at pull rod both ends to fix a position between first crossbeam and the second crossbeam.
Further, the flitch that the equidistance distributes has been placed to the plywood lower surface with between the second crossbeam.
The beneficial effect of adopting the further scheme is that: the wood can provide the packing between plywood and the second crossbeam, increases the space between plywood and the second crossbeam, reduces the material quantity simultaneously.
Furthermore, the concrete block is connected with the lower surface of the pressure rod.
The beneficial effect of adopting the further scheme is that: the concrete block is used for isolating the pressing rod from the laminated slab body, and actual construction is convenient to carry out.
Furthermore, the two ends of the sealing rubber strip are provided with bolts.
The beneficial effect of adopting the further scheme is that: the bolt can fix a position the gomphosis groove, can prevent to produce lateral shifting between superimposed sheet body and the plywood, improves the stability between superimposed sheet body and the plywood, reduces the wearing and tearing that produce joint strip simultaneously.
Furthermore, the upper surface of the second cross beam is provided with clamping grooves distributed at equal intervals.
The beneficial effect of adopting the further scheme is that: the draw-in groove can fix a position the flitch, and the atress of guarantee plywood is even.
The foregoing description is only an overview of the technical solutions of the present invention, and in order to make the technical solutions of the present invention more clearly understood and to implement them in accordance with the contents of the description, the following detailed description is given with reference to the preferred embodiments of the present invention and the accompanying drawings. The detailed description of the present invention is given in detail by the following examples and the accompanying drawings.
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 application, illustrate embodiment(s) of the utility model and together with the description serve to explain the utility model without limiting the utility model. In the drawings:
fig. 1 is a schematic main sectional structure view of a cast-in-place belt mold hanging device for a turnable assembly type composite slab according to an embodiment of the present invention;
fig. 2 is a schematic cross-sectional enlarged structural view of a first through hole and a second through hole of a turnover assembly type composite slab cast-in-place belt mold hanging device provided by the embodiment of the utility model;
fig. 3 is a schematic top view of a first cross beam and a pressure bar of a turnover assembly type composite slab cast-in-place strip mold hanging device according to an embodiment of the present invention;
fig. 4 is an enlarged structural schematic view of a sealant strip of a turnover assembly type laminated slab cast-in-place belt mold hanging device provided by the embodiment of the utility model;
fig. 5 is a schematic top view of a second cross beam of a turnover assembly type composite slab cast-in-place belt formwork hanging device according to an embodiment of the utility model.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a first cross member; 2. a concrete block; 3. a laminated slab body; 4. a second cross member; 5. wood block; 6. a first through hole; 7. plywood; 8. a pull rod; 9. sealing rubber strips; 10. a pressure lever; 11. a thread; 12. a nut; 13. a second through hole; 14. a bolt; 15. a fitting groove; 16. a clamping groove.
Detailed Description
The principles and features of the present invention are described below in conjunction with the accompanying fig. 1-5, which are provided as examples to illustrate the utility model and not to limit the scope of the utility model. The utility model is described in more detail in the following paragraphs by way of example with reference to the accompanying drawings. Advantages and features of the present invention will become apparent from the following description and from the claims. It is to be noted that the drawings are in a very simplified form and are not to precise scale, which is merely for the purpose of facilitating and distinctly claiming the embodiments of the present invention.
It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When a component is referred to as being "connected" to another component, it can be directly connected to the other component or intervening components may also be present. When a component is referred to as being "disposed on" another component, it can be directly on the other component or intervening components may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the utility model herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the utility model. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
As shown in figures 1 to 5, the utility model provides a turnover assembly type composite slab cast-in-place belt mold hanging device, which comprises a first cross beam 1, a composite slab body 3, a second cross beam 4, a first through hole 6, a plywood 7 and a pull rod 8, wherein the second cross beam 4 is arranged below the first cross beam 1, two ends of the lower surface of the first cross beam 1 are symmetrically welded with the press rods 10, the surfaces of the first cross beam 1 and the second cross beam 4 are respectively provided with the first through hole 6, the plywood 7 is arranged between the first cross beam 1 and the second cross beam 4, the surface of the plywood 7 is provided with the second through hole 13 which is symmetrically distributed, the pull rod 8 is inserted into the first through hole 6 and the second through hole 13, the upper surface of the plywood 7 is provided with the composite slab body 3 which is symmetrically distributed, the upper surface of the composite slab body 3 is provided with concrete blocks 2, the surface of one side, opposite to the plywood body 3 and the plywood 7, is provided with an embedded groove 15, a sealing rubber strip 9 is inserted into the embedded groove 15, before the use, the worker adjusts the positions of the first beam 1 and the second beam 4, so that the second beam 4 corresponds to the first beam 1, and a plywood 7 is placed between the first beam 1 and the second beam 4, and a pull rod 8 is inserted into the first through hole 6 and the second through hole 13, the method comprises the steps of filling the battens 5 between the plywood 7 and the second cross beam 4, assembling the concrete block 2 and the laminated slab body 3 on the surface of the plywood 7, positioning the first cross beam 1 and the second cross beam 4 by rotating the nut 12, fewer structures need to be erected in the actual use process, the erecting labor intensity of workers can be effectively reduced, thereby improve the efficiency of construction to wherein the component can carry out used repeatedly, can effectively improve material turnover and material utilization efficiency, it is less to receive the influence of construction site factor simultaneously, and installation and use are simpler and convenient.
Preferably, the outer walls of the two ends of the pull rod 8 are both provided with threads 11, and the installation of the screw cap 12 can be facilitated by the aid of the threads 11 arranged at the two ends of the pull rod 8.
Preferably, pull rod 8 runs through 6 one end outer walls of first through-hole and all rotates and has cup jointed nut 12, and the staff passes through spanner rotating nut 12, can drive nut 12 and screw in at 8 both ends of pull rod to fix a position between first crossbeam 1 and second crossbeam 4.
Preferably, the flitch 5 that the equidistance distributes has been placed between 7 lower surfaces of plywood and the second crossbeam 4, and flitch 5 can provide the packing between 7 of plywood and the second crossbeam 4, increases the space between 7 of plywood and the second crossbeam 4, reduces the material quantity simultaneously.
Preferably, concrete block 2 and the department that meets of depression bar 10 lower surface, concrete block 2 is used for isolated depression bar 10 and superimposed sheet body 3, is convenient for carry out actual construction.
Preferably, joint strip 9 both ends all are provided with bolt 14, and bolt 14 can fix a position gomphosis groove 15, can prevent to produce lateral shifting between superimposed sheet body 3 and the plywood 7, improves the stability between superimposed sheet body 3 and the plywood 7, reduces the wearing and tearing that produce joint strip 9 simultaneously.
Preferably, the clamping grooves 16 distributed at equal intervals are formed in the upper surface of the second cross beam 4, the clamping grooves 16 can be used for positioning the battens 5, and the plywood 7 is enabled to be stressed uniformly.
The specific working principle and the using method of the utility model are as follows: before the use, the worker adjusts the positions of the first beam 1 and the second beam 4, so that the second beam 4 corresponds to the first beam 1, and a plywood 7 is placed between the first beam 1 and the second beam 4, and a pull rod 8 is inserted into the first through hole 6 and the second through hole 13, the method comprises the steps of filling the battens 5 between the plywood 7 and the second cross beam 4, assembling the concrete block 2 and the laminated slab body 3 on the surface of the plywood 7, positioning the first cross beam 1 and the second cross beam 4 by rotating the nut 12, fewer structures need to be erected in the actual use process, the erecting labor intensity of workers can be effectively reduced, thereby improve the efficiency of construction to wherein the component can carry out used repeatedly, can effectively improve material turnover and material utilization efficiency, it is less to receive the influence of construction site factor simultaneously, and installation and use are simpler and convenient.
The foregoing is merely a preferred embodiment of the utility model and is not intended to limit the utility model in any manner; the present invention may be readily implemented by those of ordinary skill in the art as illustrated in the accompanying drawings and described above; however, those skilled in the art should appreciate that they can readily use the disclosed conception and specific embodiments as a basis for designing or modifying other structures for carrying out the same purposes of the present invention without departing from the scope of the utility model as defined by the appended claims; meanwhile, any changes, modifications, and evolutions of the equivalent changes of the above embodiments according to the actual techniques of the present invention are still within the protection scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need which characterized in that: comprises a first crossbeam (1), a laminated slab body (3), a second crossbeam (4), a first through hole (6), a plywood (7) and a pull rod (8), wherein the second crossbeam (4) is arranged below the first crossbeam (1), two ends of the lower surface of the first crossbeam (1) are symmetrically welded with pressure rods (10), the surfaces of the first crossbeam (1) and the second crossbeam (4) are respectively provided with the first through hole (6), the plywood (7) is arranged between the first crossbeam (1) and the second crossbeam (4), the surface of the plywood (7) is provided with symmetrically distributed second through holes (13), the pull rod (8) is inserted into the first through hole (6) and the second through hole (13), the symmetrically distributed laminated slab body (3) is placed on the upper surface of the plywood (7), the concrete blocks (2) are placed on the upper surface of the laminated slab body (3), the laminated board body (3) and the surface of one side opposite to the plywood (7) are provided with embedded grooves (15), and sealing rubber strips (9) are inserted in the embedded grooves (15).
2. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: the outer walls of the two ends of the pull rod (8) are both provided with threads (11).
3. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: the pull rod (8) penetrates through the outer wall of one end of the first through hole (6) and is sleeved with a nut (12) in a rotating mode.
4. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: the flitch (5) that the equidistance distributes have been placed between plywood (7) lower surface with second crossbeam (4).
5. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: the concrete block (2) is connected with the lower surface of the pressure lever (10).
6. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: and both ends of the sealing rubber strip (9) are provided with bolts (14).
7. The cast-in-place area of assembled superimposed sheet that can have enough to meet need hangs mould device according to claim 1 characterized in that: the upper surface of the second cross beam (4) is provided with clamping grooves (16) which are distributed at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122851009.1U CN216552610U (en) | 2021-11-20 | 2021-11-20 | Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122851009.1U CN216552610U (en) | 2021-11-20 | 2021-11-20 | Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216552610U true CN216552610U (en) | 2022-05-17 |
Family
ID=81573508
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122851009.1U Active CN216552610U (en) | 2021-11-20 | 2021-11-20 | Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216552610U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198946A (en) * | 2022-06-30 | 2022-10-18 | 杭州中庆建设有限公司 | Prefabricated laminated slab fixed installation structure and construction method |
| CN115233882A (en) * | 2022-07-05 | 2022-10-25 | 重庆大学 | Close piece together and exempt from to support coincide floor based on additional rigidity piece of bottom drop-down spring |
-
2021
- 2021-11-20 CN CN202122851009.1U patent/CN216552610U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115198946A (en) * | 2022-06-30 | 2022-10-18 | 杭州中庆建设有限公司 | Prefabricated laminated slab fixed installation structure and construction method |
| CN115233882A (en) * | 2022-07-05 | 2022-10-25 | 重庆大学 | Close piece together and exempt from to support coincide floor based on additional rigidity piece of bottom drop-down spring |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN216552610U (en) | Cast-in-place area of assembled superimposed sheet hangs mould device can have enough to meet need | |
| CN109736449B (en) | Beam column joint of stiff structure and construction method | |
| WO2015131792A1 (en) | Building structure and construction method for same | |
| CN110409811B (en) | Non-dismantling forming column template containing reinforcement cage, template structure and building process | |
| CN110409813B (en) | Non-dismantling forming beam template containing reinforcement cage, template structure and building process | |
| CN105143570A (en) | Building structure and construction method for same | |
| CN114046041B (en) | Template reinforcing structure of bare concrete wall post-pouring strip and construction method thereof | |
| CN208934190U (en) | A kind of assembled steel frame wall filled with masonry structural system | |
| CN106351445A (en) | Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly | |
| CN114482375A (en) | Integral joint type reinforced concrete laminated slab and construction method | |
| CN112227218A (en) | Stainless steel-wood combined template applied to bare concrete and manufacturing method thereof | |
| CN113482007B (en) | Waist beam supporting structure and construction method thereof | |
| CN205976215U (en) | Compound box roof beam of assembled concrete | |
| CN113152893A (en) | Template for building construction and using method | |
| CN204781960U (en) | High -rise building shear force wall movement joint department template is propped up and is established and reinforcement system | |
| CN110206304A (en) | A kind of steel reinforcement cage lateral assembling structure integrated with steel form | |
| CN215669910U (en) | Light gauge steel partition wall counter basin reinforcing, transferring and supporting system | |
| CN214245382U (en) | Stainless steel-wood combined template applied to bare concrete | |
| CN210767380U (en) | Integrally-poured one-step-formed energy-saving template wall | |
| CN113323385A (en) | Constructional column formwork structure of T-shaped wall of closed space and formwork supporting method thereof | |
| CN209686249U (en) | A kind of longitudinal prestressing stretching end anchor device structure | |
| CN210164039U (en) | Steel skeleton structure house | |
| CN101324086A (en) | Construction method of large-span box variable cross-section reinforcement concrete arch | |
| CN206090965U (en) | Cast -in -place composite wall | |
| CN112962960B (en) | Early formwork stripping support system of coincide floor rigid coupling independent stay |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230801 Address after: 438400 New Industrial Park Management Committee Building, Hong'an County Economic Development Zone, Huanggang City, Hubei Province Patentee after: China Construction Third Engineering Group Changjiang Co.,Ltd. Address before: 430000 floor 42, Xinshidai business center, Wuluo Road, Wuchang District, Wuhan City, Hubei Province Patentee before: CHINA CONSTRUCTION THIRD CONSTRUCTION ENGINEERING Co.,Ltd. |
|
| TR01 | Transfer of patent right |