CN218493091U - Special-shaped concrete structure shaping steel mould - Google Patents
Special-shaped concrete structure shaping steel mould Download PDFInfo
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- CN218493091U CN218493091U CN202222696197.XU CN202222696197U CN218493091U CN 218493091 U CN218493091 U CN 218493091U CN 202222696197 U CN202222696197 U CN 202222696197U CN 218493091 U CN218493091 U CN 218493091U
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Abstract
The utility model discloses a shaped steel mould for a special-shaped concrete structure, which comprises two end moulds, two side moulds and a bottom mould, wherein the side moulds comprise side mould steel plates, the end moulds comprise end mould steel plates, and the bottom mould comprises a bottom mould steel plate; the front surfaces of the side formworks are provided with at least two opposite-pulling screw connecting holes, and the two side formworks are connected through opposite-pulling bolts arranged in the opposite-pulling screw connecting holes; two sides of the two side template steel plates and two sides of the two end template steel plates are respectively provided with bolt holes, the two side template steel plates and the two end template steel plates are sequentially connected through bolts arranged in the bolt holes, and a steel template frame with reserved square holes is formed; the two sides of the side form steel plates are respectively connected with a fixed rod, and the fixed rods are respectively connected with the end form steel plates; the bottom of the side template is connected with at least two bottom template support rods, and the bottom surface of the bottom template is connected with the bottom template support rods; can avoid dropping into a large amount of manpowers for template turnover efficiency improves work efficiency, accelerates the construction progress, and the reduction of erection time is applicable to the time limit for a project condition, and reduces construction cost greatly.
Description
Technical Field
The utility model belongs to the technical field of the engineering construction, concretely relates to abnormal shape concrete structure design steel mould.
Background
In some buildings, each house is provided with a house entrance yard wall, and the concrete on the upper part of the door jamb is constructed into a special-shaped structure.
Because some engineering work periods are tight and the number of structures is large, the defects that the traditional wood formwork construction method is not easy to nail, the requirements on woodwork manual technology are high, plates are wasted and the like exist.
SUMMERY OF THE UTILITY MODEL
The utility model provides a heterotypic concrete structure design steel mould, to using the above-mentioned at least one aspect problem that traditional plank sheathing construction method exists among the prior art, through mill's processing preparation heterotypic structure template main part, the template setting can only be realized through artifical fastening screw, bolt on the scene to avoid dropping into a large amount of manpowers, accelerate template turnover efficiency, improve work efficiency, accelerate the construction progress, the reduction of erection time greatly, be applicable to the condition that the time limit for a project is urgent, and reduce construction cost.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the shaping steel die for the special-shaped concrete structure comprises two end head dies, two side dies and a bottom die, wherein the side dies comprise side die steel plates, the end head dies comprise end die steel plates, and the bottom die comprises a bottom die steel plate;
the front surfaces of the side formworks are provided with at least two opposite-pulling screw connecting holes, and the two side formworks are connected through opposite-pulling bolts arranged in the opposite-pulling screw connecting holes;
bolt holes are respectively formed in two sides of the two side-form steel plates and two sides of the two end-form steel plates, the two side-form steel plates and the two end-form steel plates are sequentially connected through bolts arranged in the bolt holes, and a steel mould frame with reserved square holes is formed; the two sides of the side form steel plate are respectively connected with a fixed rod, and the fixed rods are respectively connected with the end form steel plate;
the bottom of the side formwork is connected with at least two bottom formwork support rods, and the bottom surface of the bottom formwork is connected with the bottom formwork support rods.
According to the special-shaped concrete structure shaping steel die, the side die steel plate can be a bent steel plate, and can be cut, punched and bent to be formed through a machine tool in a factory, wherein the punching comprises a split screw connecting hole and a bolt hole for connecting with the end die steel plate. The end die steel plate can be a bent steel plate, and specifically, the steel plate can be bent and formed in a factory and a bolt hole for connecting the end die steel plate with the side die steel plate can be punched and drilled. The bottom die steel plate can be a common steel plate. Therefore, the two side die steel plates can be connected through manually fastening split bolts on site, the two sides of the two side die steel plates and the two sides of the two end die steel plates are sequentially connected through fastening bolts, and other connected parts can be welded in advance in a factory.
Preferably, the back of the side-form steel plate is connected with at least two transverse through-rods, and the length of each through-rod is equal to that of the side-form steel plate.
Preferably, the back of the side-form steel plate is connected with at least two transverse reinforcing rods, and the length of each reinforcing rod is smaller than that of the side-form steel plate.
Preferably, the back of the side-die steel plate is connected with an inclined brace rod.
Preferably, two wings of the side-form steel plate are respectively connected with at least two vertical support rods.
Preferably, the end die steel plate is provided with a right-angle bending structure.
Preferably, the side die steel plate is provided with at least two sections of right-angle bending structures.
Preferably, the two sides of the end die steel plate are provided with right-angle step structures matched with the right-angle bending structures of the side die steel plates.
The utility model discloses can reach following beneficial effect:
the utility model discloses a shaped steel mould for concrete structure, the main body of the mould can be cut, punched, bent, formed and welded in factory, the size control precision is high, and the inner wall is smooth; the template installation can be realized only by manually fastening bolts on site, the operation is simple and convenient, the construction period can be effectively shortened, the construction progress is accelerated, the working efficiency is improved, the template turnover speed is accelerated, the investment of human resources is reduced, the manual operation intensity and the waste of economic resources are reduced, the construction cost is greatly reduced, and the template installation method is particularly suitable for the condition of urgent construction period; and the shaping steel die has high structural strength and convenient assembly and disassembly, so that the size and the precision of the formed concrete structure are accurately controlled, and the appearance quality of the product is attractive.
The utility model discloses an abnormal shape concrete structure design steel mould, it is light durable, the transportation is convenient, can accomplish the equipment on ground, need reduce intensity of labour, guarantee safety in production at the drawback of structure position nail dress when overcoming and using traditional wooden model ann to tear open.
The utility model discloses an abnormal shape concrete structure design steel mould can reduce the consumption of on-the-spot panel processing, can reform transform the back through processing of returning the factory, utilizes in other engineering construction, has useful material cyclic utilization, and is energy-concerving and environment-protective, improves economic benefits.
Drawings
The accompanying drawings, which are described herein, serve to provide a further understanding of the invention and constitute a part of this specification, and the exemplary embodiments and descriptions thereof are provided for explaining the invention without unduly limiting it. In the drawings:
fig. 1 is a schematic structural view of a shaped steel form for a special-shaped concrete structure according to an embodiment of the present invention;
fig. 2 is a top view of the shaped steel form for a special-shaped concrete structure according to an embodiment of the present invention;
fig. 3 is a front view of the shaped steel form for a deformed concrete structure according to an embodiment of the present invention;
fig. 4 is a side view of the shaped steel form for a deformed concrete structure according to an embodiment of the present invention;
fig. 5 is a schematic structural view of a side-form steel plate of a shaped steel form for a deformed concrete structure according to an embodiment of the present invention;
fig. 6 is a schematic structural view of an end form steel plate of the shaped steel form for a deformed concrete structure according to an embodiment of the present invention;
fig. 7 is a schematic structural view of a bottom die steel plate of the shaped steel die for a special-shaped concrete structure according to an embodiment of the present invention.
The reference numbers in the drawing, 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12 and 13 are end molds, side molds, reinforcing rods, bolt holes, diagonal support rods, fixing rods, bottom molds, bottom mold support rods, counter-pulling screw connecting holes and square tubes.
Detailed Description
To make the purpose, technical solution and advantages of the present invention clearer, the following will combine the embodiments of the present invention and the corresponding drawings to clearly and completely describe the technical solution of the present invention. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The technical solutions provided by the embodiments of the present invention are described in detail below with reference to the accompanying drawings.
Examples
As shown in fig. 1 to 4, the shaping steel die for the special-shaped concrete structure comprises two end dies 1, two side dies 2 and a bottom die 10, wherein the side dies 2 comprise side die steel plates, the end dies 1 comprise end die steel plates, and the bottom die 10 comprises a bottom die steel plate;
as shown in fig. 5, the front surfaces of the side formworks are provided with at least two opposite-pulling screw connecting holes 12, and the two side formworks are connected through opposite-pulling bolts arranged in the opposite-pulling screw connecting holes 12;
as shown in fig. 5 and 6, bolt holes 4 are respectively formed in two sides of the two side template steel plates and two sides of the two end template steel plates, the two side template steel plates and the two end template steel plates are sequentially connected through bolts arranged in the bolt holes 4, and a steel template frame with reserved square holes 8 is formed; as shown in fig. 1 and 2, two sides of the side form steel plate are respectively connected with a fixing rod 9, and the fixing rods 9 are respectively connected with the end form steel plate;
the bottom of the side template is connected with at least two bottom template support rods 11, and the bottom surface of the bottom template is connected with the bottom template support rods 11.
As shown in fig. 5, the side form steel plate can be a bent steel plate, and can be cut, punched and bent by a machine tool in a factory, wherein the punched hole includes a connecting hole 12 for a split screw and a bolt hole for connecting with the end form steel plate. As shown in fig. 6, the end die steel plate may be a bent steel plate, or specifically, a steel plate may be bent and formed in a factory, and bolt holes for connecting with the side die steel plate may be punched. As shown in fig. 7, the bottom die steel plate may be a lateral steel plate. Therefore, the template main body can be cut, punched, bent, formed and welded in a factory, two side template steel plates can be connected on site only through manually fastening split bolts, and two sides of the two side template steel plates and two sides of the two end template steel plates are sequentially connected through fastening bolts, so that the steel die installation can be completed.
As shown in fig. 1 to 5, at least two transverse through long rods 7 may be connected to the back of the side-die steel plate, and the length of the through long rods 7 is equal to that of the side-die steel plate. The through-going rod 7 may be a round rod, and may have an outer diameter of 48mm and a length of 3m. The back surfaces of two wings of the side-form steel plates can be respectively welded with three through-rod 7, and the through-rod 7 can be parallel to each other. The through long rods 7 respectively connected with the back surfaces of the two wings of the side-form steel plates can be symmetrically distributed.
The back of the side-form steel plate can be connected with at least two transverse reinforcing rods 3, and the length of each reinforcing rod 3 is smaller than that of the side-form steel plate. The reinforcing rod 3 may be a round rod and may be 40cm in length. The back of two wings of the side-form steel plate can be respectively welded with five reinforcing rods 3, and the reinforcing rods 3 can be parallel to each other. The reinforcing rods 3 respectively connected with the back surfaces of the two wings of the side-form steel plates can be symmetrically distributed. The reinforcing rods 3 can also be parallel to the through-length rods 7, and the reinforcing rods and the through-length rods 7 can be distributed at intervals. The reinforcing rods 3 and the full length rods 7 are used for reinforcing the strength of the side die 2.
The back of the side die steel plate can be connected with an inclined stay bar 5. The back surfaces of two wings of the side-form steel plates can be respectively connected with at least two inclined stay bars 5. The inclined stay bars 5 respectively connected with the back surfaces of the two wings of the side-form steel plate can be symmetrically distributed. The diagonal strut 5 may be a round rod and the outer diameter may be 20mm. The diagonal brace 5 is used for reinforcing the strength of the whole steel die.
Two wings of the side die steel plate can be respectively connected with at least two vertical support rods 6, for example, two wings of the side die 2 can be respectively welded with three support rods 6, and the support rods 6 can be parallel to each other and are uniformly distributed. The support rods 6 respectively connected with the two wings of the side-form steel plate can be symmetrically distributed. The sideforms 2 are stabilized by the support rods 6 and facilitate their assembly on the ground. Wherein, the side surfaces of the two sides of the side-form steel plate and the side surfaces of the two wings of the side-form steel plate are adjacent side surfaces.
As shown in fig. 6, the end form steel plate may be provided with a right-angled bent structure.
As shown in fig. 5, the sideform steel plate may be provided with at least two sections of right-angled bent structures. The thickness of the side-form steel plate can be 3mm.
As shown in fig. 6, the two sides of the end die steel plate may be provided with a right-angled step structure matching with the right-angled bent structure of the side die steel plate.
The bottom die support rods 11 can be welded at the bottom of the side die 2 and used for dragging and dropping the bottom dies 10, the number of the bottom die support rods can be three, and the bottom die support rods 11 can be parallel to each other and are uniformly distributed. The length of the bottom die supporting rod 11 can be 40cm.
The fixing rods 9 can be welded at both sides of the side die 2, and the length can be 30cm, and are used for fixing the end die 1.
In order to reduce the material consumption and the structural weight, one or more of the reinforcing rods 3, the diagonal supporting rods 5, the supporting rods 6, the through long rods 7, the fixing rods 9 and the bottom die supporting rods 11 can be hollow pipes, such as circular steel pipes.
In order to improve the strength of the split bolt and prolong the service life of the split bolt, a sleeve can be sleeved outside the split bolt, the sleeve sleeved with the split bolt is arranged in the split screw connecting hole 12, and split connection of the two side-form steel plates is achieved.
The number of the coupling holes 12 of the counter screw may be seven and the inner diameter may be 2mm.
The number of the bolt holes 4 respectively formed in the two sides of the side die steel plate and the end die steel plate can be two, and the inner diameter of the bolt holes can be 16mm, so that the side die 2 and the end die 1 can be tightly connected through bolts.
The end die 1 may be formed by bending a steel plate having a thickness of 3mm. The bottom die 10 may be made of a steel plate with a thickness of 18mm, and two evenly distributed square pipes 13, such as aluminum alloy square pipes, may be welded to the bottom surface, and the size of the square pipes 13 may be 40 × 20 × 3mm.
The shaping steel mould for the special-shaped concrete structure in the embodiment can be implemented by adopting the following steps:
the method comprises the following steps of (1) processing and manufacturing a special-shaped concrete structure shaping steel die by a factory according to the drawing size, wherein a side die 2 and an end die 1 are both formed by bending common carbon steel plates with the thickness of 3mm, and the number of the side die 2 and the end die 1 is two;
three steel pipes with the outer diameter of 48mm are welded on the back of the side mold 2 to serve as the through-length rods 7 to enhance the whole bending strength, five short steel pipes with the length position of 40cm and the outer diameter position of 48mm are welded to serve as the reinforcing rods 3, the reinforcing rods 3 of the two side molds can be fixedly connected through split bolts, and then the inclined steel pipes are welded to serve as the inclined supporting rods 5 to further enhance the stability; fastening, assembling and molding the side mold 2 and the end head mold 1 through bolts;
welding a steel pipe with the length of 30cm at the position of the side mold 2, which is 500cm away from the two ends, to be used as a fixing rod 9, and fixing the position of the end mold 1; three steel pipes with the length of 40cm are welded on the bottom surface of the side die 2 to be used as bottom die support rods 11;
in the construction process, the shaped steel mould of the special-shaped concrete structure is pre-assembled, and after a reinforcement cage is placed, the assembly of the combined template of the shaped steel mould can be completed through bolt fastening and split bolt connection; then, the combined template is hoisted integrally by using a crane, and the shaped steel die is aligned with the gate stack by comparing with the hole position of the reserved square hole 8 to form the cutting sleeve connection;
after the hoisting is finished, correcting the height and the horizontal position of the shaped steel die, and arranging vertical steel pipes at the bottom die 10 and the side die 2 to be used as support rods 6 for supporting so as to stabilize the steel dies;
after the special-shaped concrete structure shaping steel die finishes pouring the special-shaped concrete for 24 hours, the bolts connected between the side dies 2 and the end die 1 and the split bolts connected between the two side dies 2 are manually dismounted, and the die dismounting can be finished without applying external force by a crowbar; the disassembled side die 2 and the end die 1 can be lifted to the ground in a slicing mode and wait for entering the next construction cycle; the bottom die 10 and the bottom die lower support can be reserved, and the concrete can be dismantled until the strength of the concrete meets the requirement.
Therefore, compared with the traditional template construction, the special-shaped concrete structure shaping steel mold has the advantages of being simple and convenient to operate, high in template turnover rate, good in product appearance quality, capable of reducing manpower input, reducing manual labor intensity and construction cost, greatly shortening construction period and the like, and can be widely applied to special-shaped structure construction of pools, houses, bridges and the like.
The above description is only an example of the present application and is not intended to limit the present application. Various modifications and changes may occur to those skilled in the art to which the present application pertains. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.
Claims (10)
1. The shaping steel die for the special-shaped concrete structure comprises two end head dies, two side dies and a bottom die, and is characterized in that the side dies comprise side die steel plates, the end head dies comprise end die steel plates, and the bottom die comprises a bottom die steel plate;
the front surfaces of the side formworks are provided with at least two opposite-pulling screw connecting holes, and the two side formworks are connected through opposite-pulling bolts arranged in the opposite-pulling screw connecting holes;
bolt holes are respectively formed in two sides of the two side-form steel plates and two sides of the two end-form steel plates, the two side-form steel plates and the two end-form steel plates are sequentially connected through bolts arranged in the bolt holes, and a steel mould frame with reserved square holes is formed; the two sides of the side form steel plates are respectively connected with a fixed rod, and the fixed rods are respectively connected with the end form steel plates;
the bottom of the side formwork is connected with at least two bottom formwork support rods, and the bottom surface of the bottom formwork is connected with the bottom formwork support rods.
2. The profiled concrete structure sizing steel form of claim 1, wherein the back of the side template steel plate is connected with at least two transverse through-rods, and the through-rods are equal to the side template steel plate in length.
3. The profiled concrete structure sizing steel die as claimed in claim 1, wherein the back of the side-form steel plate is connected with at least two transverse reinforcing rods, and the length of the reinforcing rods is less than that of the side-form steel plate.
4. The profiled concrete structure sizing steel die as claimed in claim 1, wherein inclined diagonal brace rods are connected to the back of the side-form steel plates.
5. The profiled concrete structure sizing steel die as claimed in claim 1, wherein at least two vertical support rods are connected to both wings of the side-form steel plate, respectively.
6. The shaped steel mould for a profiled concrete structure according to any one of claims 1 to 5, wherein the side-form steel plates are bent steel plates.
7. The profiled concrete structure shaping steel die as recited in claim 6, wherein the end form steel plate is a bent steel plate.
8. The profiled concrete structure sizing steel die as claimed in claim 7, wherein the end die steel plate is provided with a right angle bending structure.
9. The profiled concrete structure sizing steel die as claimed in claim 8, wherein the side-form steel plate is provided with at least two sections of right-angled bent structures.
10. The profiled concrete structure sizing steel die as claimed in claim 9, wherein both sides of the end die steel plate are provided with right-angled step structures matching with the right-angled bent structures of the side die steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222696197.XU CN218493091U (en) | 2022-10-13 | 2022-10-13 | Special-shaped concrete structure shaping steel mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222696197.XU CN218493091U (en) | 2022-10-13 | 2022-10-13 | Special-shaped concrete structure shaping steel mould |
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| Publication Number | Publication Date |
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| CN218493091U true CN218493091U (en) | 2023-02-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222696197.XU Active CN218493091U (en) | 2022-10-13 | 2022-10-13 | Special-shaped concrete structure shaping steel mould |
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- 2022-10-13 CN CN202222696197.XU patent/CN218493091U/en active Active
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