CN218028970U - Be used for cast-in-place floor steel side mould mounting structure of steel construction - Google Patents
Be used for cast-in-place floor steel side mould mounting structure of steel construction Download PDFInfo
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- CN218028970U CN218028970U CN202222022229.8U CN202222022229U CN218028970U CN 218028970 U CN218028970 U CN 218028970U CN 202222022229 U CN202222022229 U CN 202222022229U CN 218028970 U CN218028970 U CN 218028970U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 175
- 239000010959 steel Substances 0.000 title claims abstract description 175
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 238000009415 formwork Methods 0.000 claims description 42
- 238000000034 method Methods 0.000 abstract description 8
- 238000009434 installation Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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Abstract
The utility model belongs to the technical field of concrete floor external mold mounting structure's technique and specifically relates to a be used for cast-in-place floor steel side mould mounting structure of steel construction, it is including placing steel side mould component, the auxiliary stay component in the girder steel top and adsorbing the magnet box on the girder steel, the grafting of auxiliary stay component cooperates in steel side mould component, the auxiliary stay component is used for supporting steel side mould component, the magnet box compresses tightly in steel side mould component. The application provides a be used for cast-in-place floor steel side form supporting construction of steel construction, the purpose is in order to solve prior art, prop up and establish that the step is many, operation quality is wayward, and the impression quality of concrete is unbalanced after the template is demolishd, and the improper easy quality problems that produces of construction application.
Description
Technical Field
The application relates to the technical field of concrete floor external mold mounting structures, in particular to a steel side mold mounting structure for a steel structure cast-in-place floor.
Background
At present, the erection of an outer template of a cast-in-place concrete floor slab is a key process, the forming quality of concrete is directly determined, and the effectiveness of engineering quality management control is reflected.
In the related technology, there are many methods for erecting, the most common method is that a wall-through bolt is adopted, and a mode of supporting a formwork by fastening a vertical wood keel is adopted, the erecting mode has many steps, the operation quality is not easy to control, the appearance quality of the concrete after the formwork is dismantled is unbalanced, and the quality problem is easily caused by improper construction and application.
SUMMERY OF THE UTILITY MODEL
The application provides a be used for cast-in-place floor steel side mould mounting structure of steel construction, the purpose is in order to solve the correlation technique, prop up and establish that the step is many, the operating quality is wayward, and the impression quality of concrete is unbalanced after the template is demolishd, and the improper easy quality problems that produces of construction application.
The application provides a be used for cast-in-place floor steel side form mounting structure of steel construction adopts following technical scheme:
the utility model provides a be used for cast-in-place floor steel side mould mounting structure of steel construction which characterized in that, is including placing steel side mould component, the auxiliary stay component and the magnet box that adsorbs on the girder steel in girder steel top, the grafting of auxiliary stay component cooperates in steel side mould component, the auxiliary stay component is used for supporting steel side mould component, the magnet box compresses tightly in steel side mould component.
Through adopting above-mentioned technical scheme, this kind of mounting structure, the installation procedure is simple and convenient, and the efficiency of construction is high, and light in weight, rigidity are good, be difficult for taking place the deformation, also can have enough to meet the need the use, and the environmental protection advantage is outstanding, simultaneously, can improve the template and demolish the impression quality of back concrete, is difficult to produce the quality problem in the work progress.
Preferably, the steel side formwork member comprises a steel formwork and a supporting plate, the supporting plate is fixedly connected to the side wall of the steel formwork, and a plurality of first inserting holes matched with the auxiliary supporting members in an inserting mode are formed in the side wall of the supporting plate.
Through adopting above-mentioned technical scheme, the first spliced eye that utilizes the backup pad lateral wall to set up links to each other steel side form component and auxiliary stay component, and the convenience is installed supporting construction, and simultaneously, the later stage of being convenient for is demolishd steel side form component from auxiliary stay component.
Preferably, the number of the supporting plates is two, and the two supporting plates are fixedly connected to the upper side and the lower side of the side wall of the steel formwork.
Through adopting above-mentioned technical scheme, establish the backup pad into two, and be located the upper and lower both sides of steel form respectively, further improve the support stability of backup pad.
Preferably, the supporting plate comprises a first connecting plate and a second connecting plate which are perpendicular to each other and fixed, the first connecting plate is parallel to the steel formwork and welded with the steel formwork, and the first inserting hole is located in the side wall of the second connecting plate.
Through adopting above-mentioned technical scheme, utilize first connecting plate parallel welding in the steel form, increase the area of contact of steel form and first connecting plate, improve supporting construction's joint strength.
Preferably, the auxiliary supporting member comprises a supporting rod and a steel plate strip, the supporting rod is fixedly connected to the steel plate strip, the supporting rod is in plug-in fit with the steel side die member, and the steel plate strip is placed above the steel beam.
Through adopting above-mentioned technical scheme, utilize the bracing piece plug-in connection to cooperate in steel side mould component, link to each other auxiliary stay component and steel side mould component, the installation of being convenient for, simultaneously, after the construction is accomplished, make things convenient for steel side mould component to demolish with auxiliary stay component, but realize recycling, reduced construction cost.
Preferably, the side wall of the steel plate strip is provided with a second inserting hole, and the bottom of the supporting rod extends into the second inserting hole and is welded with the steel plate strip.
Through adopting above-mentioned technical scheme, insert the bracing piece into the second spliced eye and with the lath welding, increase the joint strength of supplementary supporting member itself.
Preferably, the magnet box includes magnet box body and adjusting screw, adjusting screw one end screw thread fit in the magnet box body, the other end butt in steel side mould component, the magnet box body adsorbs on the girder steel.
Through adopting above-mentioned technical scheme, adjusting screw's one end screw thread fit in the magnet box body, other end butt in steel side form component, the magnet box body adsorbs on the girder steel, utilizes adjusting screw to link to each other the magnet box body with steel side form component, can realize that the magnet box body produces decurrent effort to steel side form component for the bottom of steel form supports tightly with the girder steel department of linking to each other, when carrying out concrete placement, can effectively reduce the concrete and spill from the steel form bottom.
Preferably, the magnet boxes are arranged in a plurality of positions, the distance between the magnet boxes is not more than 1 m, and at least two groups of the magnet boxes are respectively positioned at two ends of the steel side die component.
By adopting the technical scheme, the number of the magnet boxes is increased, the acting force of the magnet boxes on the steel side die component is further enhanced, and the bottom of the steel side die component can be abutted to the joint of the steel beam more tightly; meanwhile, the steel side die component is more dispersed in stress, and the pressing effect is better.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the mounting structure has the advantages of simple and convenient mounting steps, high construction efficiency, light weight, good rigidity, difficult deformation, turnover use and outstanding environmental protection advantages, and can improve the impression quality of the concrete after the template is dismantled, and the quality problem is not easy to generate in the construction process;
2. one end of the adjusting screw is in threaded fit with the magnet box body, the other end of the adjusting screw abuts against the steel side edge die member, the magnet box body is adsorbed on the steel beam, the magnet box body is connected with the steel side edge die member through the adjusting screw, downward acting force can be generated on the steel side edge die member by the magnet box body, the bottom of the steel formwork abuts against the joint of the steel beam, and concrete can be effectively reduced from leaking from the bottom of the steel formwork when concrete is poured;
3. utilize the bracing piece grafting to cooperate in steel side mould component, link to each other auxiliary stay component and steel side mould component, the installation of being convenient for, simultaneously, after the construction is accomplished, make things convenient for steel side mould component and auxiliary stay component to demolish, but realize recycling, reduced construction cost.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment of the present application;
FIG. 2 is a schematic view showing the positional relationship between the steel side mold member and the auxiliary support member and the magnet box according to the embodiment of the present disclosure;
FIG. 3 is a schematic structural view specifically illustrating the fitting relationship between the steel side form member and the auxiliary support member in the embodiment of the present application;
FIG. 4 is an enlarged partial schematic view at A of FIG. 3;
fig. 5 is a schematic structural view specifically illustrating that a first plugging hole is formed in a second connection plate in the embodiment of the present application;
fig. 6 is a schematic structural view specifically illustrating that a second inserting hole is formed in a steel lath according to an embodiment of the present application;
FIG. 7 is a schematic structural view showing the overall mating relationship of the mounting structure in an embodiment of the present application;
fig. 8 is a partially enlarged schematic view at B in fig. 7.
In the figure, 1, a steel side die component; 11. a steel form; 12. a support plate; 121. a first connecting plate; 122. a second connecting plate; 2. an auxiliary support member; 21. a support bar; 22. steel plate strips; 3. a magnet box; 31. a magnet case; 32. adjusting the screw rod; 4. a first plug hole; 5. a second jack.
Detailed Description
The present application is described in further detail below with reference to fig. 1-8.
Example (b):
the utility model provides a be used for cast-in-place floor steel side mould mounting structure of steel construction, refer to figure 1, including placing steel side mould component 1 in the girder steel top, auxiliary stay component 2 and adsorb magnet box 3 on the girder steel, auxiliary stay component 2 is used for supporting steel side mould component 1, and plug-in cooperation in steel side mould component 1, magnet box 3 compresses tightly in steel side mould component 1, utilize magnet box 3 can be fixed in steel side mould component 1 on the girder steel, this kind of mounting structure, the installation simple and convenient step, the efficiency of construction is high, and can improve the impression quality of template concrete after demolising, be difficult to produce the quality problems in the work progress.
Referring to fig. 1 and 2, steel side mould component 1 includes steel form 11 and backup pad 12, and steel form 11 can be prefabricated in the mill according to required floor thickness, and steel form 11 is rectangular form to set up perpendicularly with the girder steel edge of a wing, during concrete construction, a plurality of steel forms 11 set up in regional a week is pour to the floor, and backup pad 12 welds the lateral wall at steel form 11, and backup pad 12 is used for using with the cooperation of auxiliary stay component 2 and magnet box 3.
Preferably, referring to fig. 1 and 3, the number of the support plates 12 is two, the support plates are welded on the upper side and the lower side of the side wall of the steel formwork 11 respectively, the support plates 12 are symmetrically distributed on the horizontal center plane of the steel formwork 11, the support plates 12 are arranged into two, the support plates are symmetrically welded on the upper side and the lower side of the steel formwork 11, the support stability of the support plates 12 is further improved, the construction quality is guaranteed, meanwhile, the distance between the two support plates 12 can be adjusted according to the size of the steel formwork 11, so that the whole installation structure can adapt to different floor thicknesses, meanwhile, the installation mode is also suitable for wood formworks, and the adaptability of the installation structure is improved.
Further, referring to fig. 1 and 4, the support plate 12 includes a first connection plate 121 and a second connection plate 122 that are disposed perpendicular to each other, and preferably, the first connection plate 121 and the second connection plate 122 are welded to each other, so that the cross section of the support plate 12 is L-shaped, the first connection plate 121 is welded to the side wall of the steel form 11 in parallel, the contact area between the steel form 11 and the support plate 12 is increased, and the connection strength between the steel form 11 and the support plate 12 is high.
Referring to fig. 1 and 5, in order to realize the cooperation of the support plate 12 and the auxiliary support member 2, a first inserting hole 4 in a circular shape is formed in the side wall of the second connecting plate 122 along the vertical direction, the first inserting hole 4 is used for being inserted into and matched with the auxiliary support component 2, the steel side mold member 1 and the auxiliary support member 2 are conveniently installed, and meanwhile, the steel side mold member 1 is conveniently detached from the auxiliary support member 2 in the later period.
Referring to fig. 1 and 6, the auxiliary supporting member 2 includes a supporting rod 21 and a steel plate strip 22, the steel plate strip 22 is placed on the steel beam, the steel plate strip 22 is a square flat steel, and the supporting rod 21 is fixed to the steel plate strip 22 along the vertical direction and is in plugging fit with the first plugging hole 4. For further strengthening the connection strength between the support rod 21 and the steel plate strip 22, the side wall of the steel plate strip 22 is provided with a circular second inserting hole 5, the size of the hole of the second inserting hole 5 is matched with the bottom of the support rod 21, and the bottom of the support rod 21 is welded on the hole wall of the second inserting hole 5.
Referring to fig. 1 and 7, in this embodiment, the magnet box 3 includes a magnet box body 31 and an adjusting screw 32, in which magnets are installed, the top of the adjusting screw 32 is in threaded fit with the magnet box body 31, the bottom of the adjusting screw 32 abuts against the second connecting plate 122, preferably, the steel beam is i-shaped steel, and is made of Q235, the top of the steel beam is adsorbed to the magnets in the magnet box body 31, and under the action of the adsorption force, the second connecting plate 122 is pressed down, so that the steel form 11 abuts against the top surface of the steel beam, and the problem of concrete overflow in the concrete pouring process is reduced. Preferably, referring to fig. 7 and 8, the number of the magnet boxes 3 is not less than three, and at least two magnet boxes are respectively located at two ends of the steel form 11, and the arrangement mode further enhances the acting force of the magnet boxes 3 on the steel side form member 1, so that the bottom of the steel form 11 can be abutted to the joint of the steel beam more tightly; simultaneously, the stress of the steel moulding plate 11 is dispersed, and the pressing effect is better.
The implementation principle of the embodiment of the application is as follows:
before construction, a floor bottom formwork is laid on a steel beam of an existing building, a floor pouring side line is drawn on an upper flange of the steel beam according to the requirement of a construction drawing, the steel formwork 11 is prefabricated in a factory according to the thickness of a floor on a construction site, a supporting plate 12 is welded with the steel formwork 11, a steel side formwork component 1 is combined, a supporting rod 21 is welded with a steel batten 22, an auxiliary supporting component 2 is combined, the steel side formwork component 1 is matched with the auxiliary supporting component 2 in an inserting mode, the steel side formwork component 1 and the auxiliary supporting component 2 are conveniently installed in the connecting mode, the steel side formwork component 1 is conveniently detached from the auxiliary supporting component 2 in the later period, after the steel side formwork component 1 and the auxiliary supporting component 2 are assembled, the steel side formwork component 1 is placed along the drawn floor side line, finally, a plurality of magnet boxes 3 are installed along the length direction of the steel formwork component 11 to suck and press the steel side formwork component 1, the roof between every layer is completed according to the condition, then concrete pouring is completed, after construction, the side formwork component 3, the steel side formwork component and the magnet components are detached for use again in the construction.
The embodiments of the present invention are preferred embodiments of the present application, and the protection scope of the present application is not limited thereby, wherein like parts are denoted by like reference numerals. Therefore, the method comprises the following steps: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a be used for cast-in-place floor steel side mould mounting structure of steel construction, its characterized in that, including placing steel side mould component (1) above the girder steel, auxiliary stay component (2) and adsorbing magnet box (3) on the girder steel, auxiliary stay component (2) grafting cooperation is in steel side mould component (1), auxiliary stay component (2) are used for supporting steel side mould component (1), magnet box (3) compress tightly in steel side mould component (1).
2. The steel side formwork mounting structure for the steel structure cast-in-place floor slab as claimed in claim 1, wherein the steel side formwork member (1) comprises a steel formwork (11) and a support plate (12), the support plate (12) is fixedly connected to the side wall of the steel formwork (11), and the side wall of the support plate (12) is provided with a plurality of first inserting holes (4) which are inserted and matched with the auxiliary support members (2).
3. The steel side formwork mounting structure for the steel structure cast-in-place floor slab of the claim 2, characterized in that, the number of the support plates (12) is two, and the support plates are fixedly connected with the upper and lower sides of the side wall of the steel formwork (11).
4. The steel side formwork mounting structure for the steel structure cast-in-place floor slab of the claim 2, characterized in that the support plate (12) comprises a first connecting plate (121) and a second connecting plate (122) which are fixed perpendicular to each other, the first connecting plate (121) is parallel to the steel formwork (11), the first connecting plate (121) is welded with the steel formwork (11), and the first inserting hole (4) is located on the side wall of the second connecting plate (122).
5. The steel side formwork mounting structure for the steel structure cast-in-place floor slab is characterized in that the auxiliary supporting members (2) comprise supporting rods (21) and steel slabs (22), the supporting rods (21) are fixedly connected to the steel slabs (22), the supporting rods (21) are in inserted fit with the steel side formwork members (1), and the steel slabs (22) are placed above steel beams.
6. The steel side formwork mounting structure for the steel structure cast-in-place floor slab is characterized in that a second inserting hole (5) is formed in the side wall of the steel plate strip (22), and the bottom of the support rod (21) extends into the second inserting hole (5) and is welded with the steel plate strip (22).
7. The steel side formwork mounting structure for the steel structure cast-in-place floor slab as claimed in claim 1, wherein the magnet box (3) comprises a magnet box body (31) with a magnet therein and an adjusting screw rod (32), the top of the adjusting screw rod (32) is in threaded fit with the magnet box body (31), the bottom of the adjusting screw rod (32) abuts against the steel side formwork component (1), and the magnet box body (31) is adsorbed on the steel beam.
8. The steel side form mounting structure for the steel structure cast-in-place floor slab as claimed in claim 7, wherein the magnet boxes (3) are arranged in a plurality of places with a distance of not more than 1 m, and at least two sets are respectively located at both ends of the steel side form member (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222022229.8U CN218028970U (en) | 2022-08-02 | 2022-08-02 | Be used for cast-in-place floor steel side mould mounting structure of steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222022229.8U CN218028970U (en) | 2022-08-02 | 2022-08-02 | Be used for cast-in-place floor steel side mould mounting structure of steel construction |
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| Publication Number | Publication Date |
|---|---|
| CN218028970U true CN218028970U (en) | 2022-12-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222022229.8U Active CN218028970U (en) | 2022-08-02 | 2022-08-02 | Be used for cast-in-place floor steel side mould mounting structure of steel construction |
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| CN (1) | CN218028970U (en) |
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- 2022-08-02 CN CN202222022229.8U patent/CN218028970U/en active Active
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20231218 Address after: 315812 room 1514, building 1, No. 275 Xintuo Road, Daxie Development Zone, Ningbo City, Zhejiang Province (pilot area for residence declaration and commitment) Patentee after: Longyuan Mingzhu Science and Technology Co.,Ltd. Patentee after: Shanghai Xin'an Curtain Wall Manufacturing Co.,Ltd. Address before: 315812 room 1514, building 1, No. 275 Xintuo Road, Daxie Development Zone, Ningbo City, Zhejiang Province (pilot area for residence declaration and commitment) Patentee before: Longyuan Mingzhu Science and Technology Co.,Ltd. Patentee before: SHANGHAI XINAN CURTAIN WALL BU |
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| TR01 | Transfer of patent right |