CN204531389U - Stretching template - Google Patents
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- CN204531389U CN204531389U CN201520179369.3U CN201520179369U CN204531389U CN 204531389 U CN204531389 U CN 204531389U CN 201520179369 U CN201520179369 U CN 201520179369U CN 204531389 U CN204531389 U CN 204531389U
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Abstract
The utility model provides a kind of stretching template, belong to creeping formwork and build field, comprise main frame, sub-frame, screw mandrel and two movable support rods, main frame and sub-frame are slidably connected, the side of main frame is fixedly installed formwork for placing, the side of sub-frame is fixedly installed baffle plate, and formwork for placing and baffle plate are fitted; Screw mandrel two sections of being divided into thread rotary orientation contrary, every section of screw mandrel is all arranged with the nut supporting with screw mandrel, and nut coordinates with wire rod thread, and the side of the close sub-frame of nut is provided with projection; The two ends of movable support rod respectively with sub-frame and projection hinged.By the relative position of rotary screw rod and adjustable main frame and sub-frame, regulate the area that formwork for placing and baffle plate cover, simple to operation, the width of stretching template can be regulated as required, be applicable to the body of wall of different size, width, formwork for placing and baffle plate are jointly formed and build plane, effectively reduce spillage problem, capable of expansion and contraction, convenient and swift during lifting.
Description
Technical field
The utility model relates to creeping formwork and builds field, in particular to stretching template.
Background technology
Creeping formwork is the abbreviation of jumping formwork, it is a kind of effective tool in tall and slender structure such as construction shear wall system, cylindrical shell system etc., build at the on-the-spot creeping formwork that often uses of site construction, when the two ends of body of wall are concrete column shear walls, make the template not spillage built, must build tight, use conventional template to be difficult to promote, as concrete column or shear wall out-of-flatness, then more impossiblely to be promoted.
Utility model content
The utility model provides a kind of stretching template, and the problems referred to above are improved.
The utility model is achieved in that
A kind of stretching template, comprising:
Main frame and sub-frame, described main frame and described sub-frame are slidably connected, and the side of described main frame is fixedly installed formwork for placing, and the side of described sub-frame is fixedly installed baffle plate, and described formwork for placing and described baffle plate are fitted;
Screw mandrel, described screw mandrel two sections of being divided into thread rotary orientation contrary, every section of described screw mandrel is all arranged with the nut supporting with described screw mandrel, and described nut coordinates with described wire rod thread, and the side of the close described sub-frame of described nut is provided with projection;
Two movable support rods, the two ends of described movable support rod respectively with described sub-frame and described projection hinged.
Main frame and sub-frame are slidably connected, and the width of the two whole framework formed can regulate as required, and main frame carries out support to formwork for placing to be fixed, and sub-frame carries out support to baffle plate to be fixed, and formwork for placing and baffle plate form jointly builds plane; In the process of main frame and sub-frame generation relative sliding, formwork for placing and baffle plate are in fit-state all the time, thus the side of stretching template is covered by the two completely, in casting process, the position of formwork for placing and baffle plate acting in conjunction restriction concrete etc., can not produce the phenomenons such as spillage; Movable support rod restriction nut makes it rotate, when screw mandrel rotates, nut slides along the direction of axis line of screw mandrel, two sections of thread rotary orientations of screw mandrel are contrary, make two nuts close to each other or away from, and then change the angle between two movable support rods, promote main frame and sub-frame relative sliding, change the overall width of main frame and sub-frame, be applicable to different operating modes; The axial line of two movable support rods to screw mandrel axial line between distance equal, guarantee two synchronous symmetric motions of movable support rod.
Further, the side of the close described sub-frame of described main frame is provided with the collar, and the described collar is set in the mid portion of described screw mandrel.
The collar supports fixing for the mid portion of screw mandrel screw mandrel, and two ends and the mid portion of screw mandrel are all fixed, and flexural deformation is less likely to occur, and effectively extend the life-span of screw mandrel, is particularly suitable for using when screw mandrel is longer.
Further, the described collar is divided into two semi-rings be hinged, described in one of them, the side of semi-ring is fixedly connected with main frame, the side of the close described movable support rod of two described semi-rings is bolted or is fixed, the mid portion of described screw mandrel is provided with annular recess, and the described collar is embedded in described annular recess.
Two semi-rings can be separated or close, and make openend therebetween can become large or diminish, screw mandrel is easily dismantled or changed; The collar is set in annular recess and screw mandrel can only be rotated around Pivot Point Center line, cannot move up and down, guarantee the stability of stretching template.
Further, described sub-frame is provided with stiffener, the side of the close described main frame of described stiffener is provided with fixture block, one end away from described nut of described movable support rod to be embedded in described fixture block and hinged with described fixture block, the rotational axis line place plane of two described movable support rods and the center of rotation line parallel of described screw mandrel.
Stiffener, for improving the bearing capacity of template, avoids baffle plate to deform under concrete pressure effect distortion, extends the application life of stretching template; Fixture block can be two pieces of metal sheets arranged side by side, and movable support rod is embedded between two pieces of metal sheets, and movable support rod is fixed by fixture block, and the rotation of movable support rod is more reliable and more stable; The axial line place plane of two movable support rods and the center of rotation line parallel of screw mandrel make the action of two movable support rods symmetrical; both can be the close stiffener of the axial line of movable support rod one end between distance be greater than distance between two nuts; also can be the close stiffener of the axial line of movable support rod one end between distance be less than distance between two nuts; only need to guarantee that movable support rod symmetrically, the use of stretching template is more smooth and easy.
Further, the side of the close described movable support rod of described stiffener is cambered surface.
Cambered surface makes the volume of stiffener reduce, and reduces weight and the cost of production of stretching template.
Further, described main frame comprises two first vertical tubes, a short transversal pipe and two long transverse tubes, wherein the two ends of described first vertical tube are connected in " U " font respectively with one end of two long transverse tubes, other described first vertical tube and described short transversal pipe are in " T " font, the two ends of described short transversal pipe are connected with described first vertical tube respectively, and the two ends of described first vertical tube are connected with described long transverse tube respectively; Described sub-frame comprises into the second vertical tube and two Inserting Tubes of " U " font, described Inserting Tube slides respectively and is embedded in described long transverse tube, and described movable support rod, described screw mandrel and described nut are all positioned at the interval that described first vertical tube, described second vertical tube, described long transverse tube and described Inserting Tube surround.
The structure of main frame and sub-frame can alleviate its weight while forming enough support strengths to formwork for placing as far as possible; The thickness of movable support rod, screw mandrel, nut is all less than the thickness of main frame and sub-frame, makes two side opposed flattened of stretching template, is not easy to be affected by external object.
Further, described first vertical tube, described short transversal pipe, described long transverse tube, described second vertical tube and described Inserting Tube are box section, and described baffle plate and described second vertical tube are fitted, and one end of described formwork for placing is arranged between described baffle plate and described Inserting Tube.
The surface of box section comparatively smooth and with formwork for placing and baffle plate to contact fixed-area comparatively large, guarantee the stability of formwork for placing and baffle plate.
Further, described main frame is provided with two air-bubble levels, air-bubble level described in one of them is horizontally installed on the side away from described formwork for placing of described long transverse tube and parallel with described formwork for placing, and air-bubble level described in another is arranged on the end face of long transverse tube and vertical with described formwork for placing.
Whether the air-bubble level on long transverse tube side detects stretching template end face and is in horizontal plane, air-bubble level on long transverse tube end face detects formwork for placing and whether baffle plate is in perpendicular, and two air-bubble level actings in conjunction make highly equal and after building the body of wall of building of stretching template be on vertical plane.
Further, the two ends of described screw mandrel are all run through described main frame and are provided with and screw head, described in screw head and be fixedly connected with described screw mandrel.
Screw head and can control screw mandrel by rotating and rotate, and then the width of stretching template is regulated, two screw the two ends up and down that head lays respectively at stretching template, and the relative altitude according to staff and stretching template selects the suitable head that screws to regulate, simple to operation.
Further, described formwork for placing is PVC foam plate, fits and stretch between described baffle plate and described sub-frame in the side of described PVC foam plate and described main frame.
PVC foam plate has the advantage such as waterproof, light weight, and make the cavity after building more smooth, PVC foam plate and main frame fit tightly, and distortion is less likely to occur.Baffle plate can be the plate that the hardness such as steel plate are higher.
Compared with prior art, the beneficial effects of the utility model are: use stretching template at the two ends of walling body to be poured, in the process of rotary screw rod, nut can only slide along the direction of axis line of screw mandrel under the effect of movable support rod, movable support rod moves in a circle around the part be rotationally connected with sub-frame, change the distance between the axial line of screw mandrel and the rotational axis line of movable support rod, namely change the overall width between sub-frame and main frame; By the relative position of rotary screw rod and adjustable main frame and sub-frame, regulate the area that formwork for placing and baffle plate cover, labour intensity simple to operation, to reduce staff, the width of stretching template can be regulated as required, be applicable to the body of wall of different size, width, formwork for placing and baffle plate are jointly formed and build plane, effective minimizing spillage problem, after building, make stretching template shrink reduce width, promote more for convenience, use when being particularly suitable for concrete column or shear wall out-of-flatness, capable of expansion and contraction, convenient and swift during lifting.
Accompanying drawing explanation
The stretching template front view that Fig. 1 provides for the utility model embodiment;
Fig. 2 is the front view after Fig. 1 launches;
Fig. 3 is the front view after the main frame of Fig. 2 sets up air-bubble level;
Fig. 4 is the sub-frame front view of Fig. 2.
Main frame 101; Sub-frame 102; Screw mandrel 103; Movable support rod 104; Formwork for placing 105; Baffle plate 106; Nut 107; The collar 108; Stiffener 109; Fixture block 110; Air-bubble level 111; Screw 112; First vertical tube 113; Short transversal pipe 114; Long transverse tube 115; Second vertical tube 116; Inserting Tube 117.
Detailed description of the invention
Creeping formwork is the abbreviation of jumping formwork, it is a kind of effective tool in tall and slender structure such as construction shear wall system, cylindrical shell system etc., build at the on-the-spot creeping formwork that often uses of site construction, when the two ends of body of wall are concrete column shear walls, make the template not spillage built, must build tight, use conventional template to be difficult to promote, as concrete column or shear wall out-of-flatness, then more impossiblely to be promoted.
Improve to make the problems referred to above, the utility model provides a kind of stretching template, comprise main frame, sub-frame, screw mandrel, nut and two movable support rods, stretching template is used at the two ends of walling body to be poured, in the process of rotary screw rod, nut can only slide along the direction of axis line of screw mandrel under the effect of movable support rod, movable support rod moves in a circle around the part be rotationally connected with sub-frame, change the distance between the axial line of screw mandrel and the rotational axis line of movable support rod, namely change the overall width between sub-frame and main frame; By the relative position of rotary screw rod and adjustable main frame and sub-frame, regulate the area that formwork for placing and baffle plate cover, labour intensity simple to operation, to reduce staff, the width of stretching template can be regulated as required, be applicable to the body of wall of different size, width, formwork for placing and baffle plate are jointly formed and build plane, effective minimizing spillage problem, after building, make stretching template shrink reduce width, promote more for convenience, uses when being particularly suitable for concrete column or shear wall out-of-flatness.
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
The stretching template front view that Fig. 1 provides for the utility model embodiment; Fig. 2 is the front view after Fig. 1 launches; Fig. 3 is the main frame front view of Fig. 2; Fig. 4 is the sub-frame front view of Fig. 2.As Figure 1-Figure 4, the utility model embodiment provides a kind of stretching template, comprises main frame 101, sub-frame 102, screw mandrel 103 and two movable support rods 104.
As shown in Figure 1 and Figure 2, main frame 101 and sub-frame 102 are slidably connected, the width of the two whole framework formed can regulate as required, the side of main frame 101 is fixedly installed formwork for placing 105, main frame 101 pairs of formwork for placing 105 carry out support to be fixed, and the side of sub-frame 102 is fixedly installed baffle plate 106, and sub-frame 102 pairs of baffle plates 106 carry out support to be fixed, formwork for placing 105 and baffle plate 106 are fitted, and formwork for placing 105 and baffle plate 106 jointly composition build plane.Main frame 101 and sub-frame 102 occur in the process of relative sliding, formwork for placing 105 and baffle plate 106 are in fit-state all the time, thus the side of stretching template is covered by the two completely, in casting process, the position of formwork for placing 105 and baffle plate 106 acting in conjunction restriction concrete etc., can not produce the phenomenons such as spillage.
Formwork for placing 105 is PVC foam plate, fits and stretch between baffle plate 106 and sub-frame 102 in the side of PVC foam plate and main frame 101.PVC foam plate has the advantage such as waterproof, light weight, makes the cavity after building more smooth, and PVC foam plate and main frame 101 fit tightly, and distortion is less likely to occur.Baffle plate 106 can be the plate that the hardness such as steel plate are higher.
As shown in Figure 2 and Figure 3, screw mandrel 103 two sections of being divided into thread rotary orientation contrary, every section of screw mandrel 103 is all arranged with the nut 107 supporting with screw mandrel 103, nut 107 and screw mandrel 103 threaded engagement, and the side of the close sub-frame 102 of nut 107 is provided with projection; The two ends of movable support rod 104 respectively with sub-frame 102 and projection hinged.Movable support rod 104 limits nut 107 makes it rotate, when screw mandrel 103 rotates, nut 107 slides along the direction of axis line of screw mandrel 103, two sections of thread rotary orientations of screw mandrel 103 are contrary, make two nuts 107 close to each other or away from, and then change the angle between two movable support rods 104, promote main frame 101 and sub-frame 102 relative sliding, change the overall width of main frame 101 and sub-frame 102, be applicable to different operating modes; The axial line of two movable support rods 104 to screw mandrel 103 axial line between distance equal, guarantee the synchronous symmetric motion of two movable support rods 104.
As the preferred version of this embodiment, as shown in Figure 1-Figure 3, the side of the close sub-frame 102 of main frame 101 is provided with the collar 108, and the collar 108 is set in the mid portion of screw mandrel 103.The collar 108 supports fixing for the mid portion of screw mandrel 103 screw mandrel 103, and two ends and the mid portion of screw mandrel 103 are all fixed, and flexural deformation is less likely to occur, and effectively extend the life-span of screw mandrel 103, is particularly suitable for using when screw mandrel 103 is longer.
The collar 108 is divided into two semi-rings be hinged, the side of one of them semi-ring is fixedly connected with main frame 101, the side of the close movable support rod 104 of two semi-rings is bolted or is fixed, the mid portion of screw mandrel 103 is provided with annular recess, and the collar 108 is embedded in annular recess.Two semi-rings can be separated or close, and make openend therebetween can become large or diminish, and screw mandrel 103 is dismounting or replacing easily; The collar 108 is set in annular recess and screw mandrel 103 can only be rotated around Pivot Point Center line, cannot move up and down, guarantee the stability of stretching template.
As the preferred version of this embodiment, as shown in Figure 1, Figure 2, Figure 4 shows, sub-frame 102 is provided with stiffener 109, stiffener 109 is for improving the bearing capacity of template, avoid baffle plate 106 to deform under concrete pressure effect distortion, extend the application life of stretching template; The side of the close movable support rod 104 of stiffener 109 is cambered surface, and cambered surface makes the volume of stiffener 109 reduce, and reduces weight and the cost of production of stretching template.
The side of the close main frame 101 of stiffener 109 is provided with fixture block 110, one end away from nut 107 of movable support rod 104 to be embedded in fixture block 110 and hinged with fixture block 110, fixture block 110 can be two pieces of metal sheets arranged side by side, movable support rod 104 is embedded between two pieces of metal sheets, movable support rod 104 is fixed by fixture block 110, and the rotation of movable support rod 104 is more reliable and more stable, the rotational axis line place plane of two movable support rods 104 and the center of rotation line parallel of screw mandrel 103, the axial line place plane of two movable support rods 104 and the center of rotation line parallel of screw mandrel 103 make the action of two movable support rods 104 symmetrical, both can be the close stiffener 109 of the axial line of movable support rod 104 one end between distance be greater than distance between two nuts 107, also can be the close stiffener 109 of the axial line of movable support rod 104 one end between distance be less than distance between two nuts 107, only need to guarantee movable support rod 104 symmetrically, the use of stretching template is more smooth and easy.
As the preferred version of this embodiment, as shown in Figure 3, main frame 101 comprises two first vertical tubes, 113, short transversal pipe 114 and two long transverse tubes 115, wherein one end of the two ends of first vertical tube 113 transverse tube 115 long with two respectively is connected in " U " font, other first vertical tube 113 is " T " font with short transversal pipe 114, the two ends of short transversal pipe 114 are connected with the first vertical tube 113 respectively, and the two ends of the first vertical tube 113 are connected with long transverse tube 115 respectively; As shown in Figure 4, sub-frame 102 comprises into the second vertical tube 116 and two Inserting Tubes 117 of " U " font, Inserting Tube 117 slides respectively and is embedded in long transverse tube 115, and movable support rod 104, screw mandrel 103 and nut 107 are all positioned at the interval that the first vertical tube 113, second vertical tube 116, long transverse tube 115 and Inserting Tube 117 surround.The structure of main frame 101 and sub-frame 102 can alleviate its weight while forming enough support strengths to formwork for placing 105 as far as possible; The thickness of movable support rod 104, screw mandrel 103, nut 107 is all less than the thickness of main frame 101 and sub-frame 102, makes two side opposed flattened of stretching template, is not easy to be affected by external object.
First vertical tube 113, short transversal pipe 114, long transverse tube 115, second vertical tube 116 and Inserting Tube 117 are box section, and baffle plate 106 and the second vertical tube 116 are fitted, and one end of formwork for placing 105 is arranged between baffle plate 106 and Inserting Tube 117.The surface of box section comparatively smooth and with formwork for placing 105 and baffle plate 106 to contact fixed-area comparatively large, guarantee the stability of formwork for placing 105 and baffle plate 106.
As the preferred version of this embodiment, as shown in Figure 3, main frame 101 is provided with two air-bubble levels 111, one of them air-bubble level 111 is horizontally installed on the side away from formwork for placing 105 of long transverse tube 115 and parallel with formwork for placing 105, and another air-bubble level 111 is arranged on the end face of long transverse tube 115 and vertical with formwork for placing 105.
Whether the air-bubble level 111 on long transverse tube 115 side detects stretching template end face and is in horizontal plane, air-bubble level 111 on long transverse tube 115 end face detects formwork for placing 105 and whether baffle plate 106 is in perpendicular, and the acting in conjunction of two air-bubble levels 111 makes highly equal and after building the body of wall of building of stretching template be on vertical plane.
As the preferred version of this embodiment, as shown in Figure 1-Figure 3, the two ends of screw mandrel 103 are all run through main frame 101 and are provided with and screw 112, screw 112 and are fixedly connected with screw mandrel 103.
Screw 112 and can control screw mandrel 103 by rotating and rotate, and then the width of stretching template is regulated, two screw the two ends up and down that 112 lay respectively at stretching template, select suitable screw 112 and regulate according to the relative altitude of staff and stretching template, simple to operation.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1. a stretching template, is characterized in that, comprising:
Main frame and sub-frame, described main frame and described sub-frame are slidably connected, and the side of described main frame is fixedly installed formwork for placing, and the side of described sub-frame is fixedly installed baffle plate, and described formwork for placing and described baffle plate are fitted;
Screw mandrel, described screw mandrel two sections of being divided into thread rotary orientation contrary, every section of described screw mandrel is all arranged with the nut supporting with described screw mandrel, and described nut coordinates with described wire rod thread, and the side of the close described sub-frame of described nut is provided with projection;
Two movable support rods, the two ends of described movable support rod respectively with described sub-frame and described projection hinged.
2. stretching template according to claim 1, is characterized in that, the side of the close described sub-frame of described main frame is provided with the collar, and the described collar is set in the mid portion of described screw mandrel.
3. stretching template according to claim 2, it is characterized in that, the described collar is divided into two semi-rings be hinged, described in one of them, the side of semi-ring is fixedly connected with main frame, the side of the close described movable support rod of two described semi-rings is bolted or is fixed, the mid portion of described screw mandrel is provided with annular recess, and the described collar is embedded in described annular recess.
4. stretching template according to claim 1, it is characterized in that, described sub-frame is provided with stiffener, the side of the close described main frame of described stiffener is provided with fixture block, one end away from described nut of described movable support rod to be embedded in described fixture block and hinged with described fixture block, the rotational axis line place plane of two described movable support rods and the center of rotation line parallel of described screw mandrel.
5. stretching template according to claim 4, is characterized in that, the side of the close described movable support rod of described stiffener is cambered surface.
6. the stretching template according to claim 1-5 any one, it is characterized in that, described main frame comprises two first vertical tubes, a short transversal pipe and two long transverse tubes, wherein the two ends of described first vertical tube are connected in " U " font respectively with one end of two long transverse tubes, other described first vertical tube and described short transversal pipe are in " T " font, the two ends of described short transversal pipe are connected with described first vertical tube respectively, and the two ends of described first vertical tube are connected with described long transverse tube respectively; Described sub-frame comprises into the second vertical tube and two Inserting Tubes of " U " font, described Inserting Tube slides respectively and is embedded in described long transverse tube, and described movable support rod, described screw mandrel and described nut are all positioned at the interval that described first vertical tube, described second vertical tube, described long transverse tube and described Inserting Tube surround.
7. stretching template according to claim 6, it is characterized in that, described first vertical tube, described short transversal pipe, described long transverse tube, described second vertical tube and described Inserting Tube are box section, described baffle plate and described second vertical tube are fitted, and one end of described formwork for placing is arranged between described baffle plate and described Inserting Tube.
8. stretching template according to claim 6, it is characterized in that, described main frame is provided with two air-bubble levels, air-bubble level described in one of them is horizontally installed on the side away from described formwork for placing of described long transverse tube and parallel with described formwork for placing, and air-bubble level described in another is arranged on the end face of long transverse tube and vertical with described formwork for placing.
9. the stretching template according to claim 1-5 any one, is characterized in that, the two ends of described screw mandrel are all run through described main frame and are provided with and screw head, described in screw head and be fixedly connected with described screw mandrel.
10. the stretching template according to claim 1-5 any one, is characterized in that, described formwork for placing is PVC foam plate, fits and stretch between described baffle plate and described sub-frame in the side of described PVC foam plate and described main frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520179369.3U CN204531389U (en) | 2015-03-27 | 2015-03-27 | Stretching template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520179369.3U CN204531389U (en) | 2015-03-27 | 2015-03-27 | Stretching template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531389U true CN204531389U (en) | 2015-08-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520179369.3U Active CN204531389U (en) | 2015-03-27 | 2015-03-27 | Stretching template |
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| CN (1) | CN204531389U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107470603A (en) * | 2017-09-23 | 2017-12-15 | 佛山市恒学科技服务有限公司 | A kind of cast member processing pours device |
| CN108412193A (en) * | 2018-04-24 | 2018-08-17 | 重庆科技学院 | Construction of lift well inner template telescopic device |
| CN108705658A (en) * | 2018-06-12 | 2018-10-26 | 巩义市伟志模板有限公司 | A kind of hydraulic pressure T beam forms |
| CN109083310A (en) * | 2018-09-30 | 2018-12-25 | 重庆瑞鑫科五金制品有限公司 | It is a kind of can unilateral flexible U-shaped board |
| CN109208891A (en) * | 2018-10-12 | 2019-01-15 | 四川西南新科电力有限公司 | A kind of transformer station's body of wall combined steel and its construction method |
| CN110541563A (en) * | 2019-08-23 | 2019-12-06 | 宜昌楚鑫建设有限责任公司 | building template |
| CN113700323A (en) * | 2021-09-02 | 2021-11-26 | 山西建筑工程集团有限公司 | PC component field installation grout node constant temperature curing means |
| CN114458008A (en) * | 2022-03-11 | 2022-05-10 | 江苏省水利勘测设计研究院有限公司 | Reinforcing apparatus for building templates |
-
2015
- 2015-03-27 CN CN201520179369.3U patent/CN204531389U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107470603A (en) * | 2017-09-23 | 2017-12-15 | 佛山市恒学科技服务有限公司 | A kind of cast member processing pours device |
| CN108412193A (en) * | 2018-04-24 | 2018-08-17 | 重庆科技学院 | Construction of lift well inner template telescopic device |
| CN108412193B (en) * | 2018-04-24 | 2023-12-22 | 重庆科技学院 | Inner formwork telescoping device for elevator shaft construction |
| CN108705658A (en) * | 2018-06-12 | 2018-10-26 | 巩义市伟志模板有限公司 | A kind of hydraulic pressure T beam forms |
| CN109083310A (en) * | 2018-09-30 | 2018-12-25 | 重庆瑞鑫科五金制品有限公司 | It is a kind of can unilateral flexible U-shaped board |
| CN109208891A (en) * | 2018-10-12 | 2019-01-15 | 四川西南新科电力有限公司 | A kind of transformer station's body of wall combined steel and its construction method |
| CN110541563A (en) * | 2019-08-23 | 2019-12-06 | 宜昌楚鑫建设有限责任公司 | building template |
| CN113700323A (en) * | 2021-09-02 | 2021-11-26 | 山西建筑工程集团有限公司 | PC component field installation grout node constant temperature curing means |
| CN114458008A (en) * | 2022-03-11 | 2022-05-10 | 江苏省水利勘测设计研究院有限公司 | Reinforcing apparatus for building templates |
| CN114458008B (en) * | 2022-03-11 | 2024-02-13 | 江苏省水利勘测设计研究院有限公司 | Reinforcing apparatus for building templates |
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