CN218862087U - Wall form positioning system - Google Patents
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- CN218862087U CN218862087U CN202222931269.4U CN202222931269U CN218862087U CN 218862087 U CN218862087 U CN 218862087U CN 202222931269 U CN202222931269 U CN 202222931269U CN 218862087 U CN218862087 U CN 218862087U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The utility model discloses a wall form positioning system, which comprises a form positioning mechanism and a form tensioning system, wherein the form positioning mechanism comprises an inner form, an outer form, a first vertical batten support rod, a second transverse batten support rod, a penetrating reserved pipe, a first vertical batten support rod and a second transverse batten support rod; the template tensioning system comprises an inner template positioning mechanism, an outer template positioning mechanism and a plurality of groups of tensioning mechanisms, wherein the inner template positioning mechanism and the outer template positioning mechanism are respectively arranged at the outer ends of the first vertical batten support rod and the second transverse batten support rod; the tensioning mechanism comprises a first pull rope, a second pull rope and a pull rope tightness regulator, and the pull rope tightness regulator fixes the inner template and the outer template through the first pull rope and the second pull rope. The positioning system can be used for constructing the construction of the deformation joint wall body more safely and efficiently, is convenient to operate, convenient to disassemble and assemble, good in stability, capable of being used in a turnover mode and capable of saving cost.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to wall form positioning system.
Background
Deformation joints are common in construction work. Due to special construction conditions of deformation joints, the large formwork formed by pre-assembling is often adopted for construction of the formwork of the deformation joint cast-in-place shear wall, so that the formwork is convenient to mount, dismount and hoist. When the shear wall is long and cannot be supported and fastened by a conventional template, a steel template, an aluminum template or a shaping wood template which is specially shaped and processed is usually adopted for construction, and a combined large template is processed and combined on site and is locked and reinforced by a special pull rod.
In combination with the current existing techniques, the following problems exist in the analysis: manufacturers specially process the fastening device of the large template. The deformation joint template specially processed by a steel die, an aluminum die and the like has advanced and reliable device for reinforcing the template, but has complex processing technology, long period, high cost and heavy weight. The L-shaped screw is adopted to combine with the fastening device of the large template. In the field, a combined large template is processed by using facility materials such as steel pipes, wood molds and the like, and is reinforced by penetrating an L-shaped screw, the size of a hole needs to be reserved according to the length of a hook head, and the reserved hole usually needs to reach 50-60mm, so that the subsequent material amount for plugging the hole by using foam rubber is larger. And a fastening device for screwing the combined large template by a screw rod at one side. The combined large formwork such as a steel pipe, a wood formwork and the like is processed on site, a method that a nut, a butterfly buckle and the like on one side of a deformation joint are welded on the steel pipe firmly, and a screw rod penetrates through one side of the subsequent pouring to be fastened is adopted, so that the problem that the screw rod on one side cannot be pulled out after concrete is poured, and the normal use of the formwork is influenced exists.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a wall form positioning system, this positioning system can be built by the construction of the intact movement joint wall body of safer efficient, convenient operation, the dismouting of being convenient for, stability is good, can have enough to meet the need the use and more practice thrift the cost.
The utility model discloses a realize above-mentioned purpose, the technical solution who adopts is:
a wall formwork positioning system comprises a formwork positioning mechanism and a formwork tensioning system, wherein the formwork positioning mechanism comprises an inner formwork, an outer formwork, a first vertical batten support rod and a second horizontal batten support rod, a plurality of opposite-penetrating reserved pipes are arranged between the inner formwork and the outer formwork, a plurality of first vertical batten support rods are arranged on the outer side of the inner formwork, and a plurality of second horizontal batten support rods are arranged on the outer side of the outer formwork;
the template tensioning system comprises inner template positioning mechanisms, outer template positioning mechanisms and a plurality of groups of tensioning mechanisms, wherein the inner template positioning mechanisms are arranged in parallel and then are transversely connected to the outer end of the first vertical batten support rod, and the outer template positioning mechanisms are arranged in parallel and then are vertically connected to the outer end of the second horizontal batten support rod;
the tensioning mechanism comprises a first pull rope, a second pull rope and a pull rope tightness adjuster, the pull rope tightness adjuster is positioned on the outer side of the outer template positioning mechanism, one end of the first pull rope is fixedly connected with the upper end of the pull rope tightness adjuster, and the other end of the first pull rope penetrates through the outer template, the opposite penetrating reserved pipe and the inner template and then is connected with one of the inner template positioning mechanisms; one end of the second pull rope is connected with the lower end of the pull rope tightness adjuster, and the other end of the second pull rope penetrates through the outer template, the opposite penetrating reserved pipe and the inner template and then is connected with the adjacent inner template positioning mechanism.
Preferably, the inner formwork and the outer formwork are rectangular wooden formworks, the lower end of the outer formwork is connected with a ground anchor piece for fixing, the lower end of the inner formwork is provided with construction support ribs, and the construction support ribs are located in support holes of the lower-layer wall body.
Preferably, the inner template positioning mechanism comprises an inner membrane positioning piece and two inner membrane fixing steel pipes, and the two inner membrane fixing steel pipes are connected to the outer end of the first vertical batten support rod through the inner membrane steel pipe positioning piece; the inner template positioning mechanisms are arranged from top to bottom at intervals.
Preferably, the inner membrane steel pipe positioning piece is in a shape of a Chinese character ji, first positioning through holes are formed in two ends of the inner membrane steel pipe positioning piece, and the end part of the inner membrane steel pipe positioning piece is connected with the first vertical batten support rod through first positioning nails in the first positioning through holes.
Preferably, the outer template positioning mechanism comprises outer template main back ridge frames and a pull rope supporting assembly, and after the outer template main back ridge frames are transversely placed in parallel, the outer template main back ridge frames are fixedly connected with the second transverse batten support rods through ridge frame positioning nails or ridge frame positioning screws; the stay cord supporting component has a plurality of groups, and each group of stay cord supporting component is matched with one group of tensioning mechanism.
Preferably, the stay cord support assembly comprises an upper support tube and a lower support tube, the upper support tube and the lower support tube are arranged in parallel, the upper support tube is connected with two adjacent main back ridge frames of the outer template through two first transfer fasteners, and the lower support tube is connected with two adjacent main back ridge frames of the outer template through two second transfer fasteners;
the pull rope tightness adjuster is positioned between the upper support pipe and the lower support pipe, and the other end of the first pull rope penetrates through the outer template above the upper support pipe, so that the upper support pipe supports the first pull rope;
the other end of the second pull rope penetrates through the outer template below the lower supporting pipe, so that the lower supporting pipe supports the second pull rope.
Preferably, the first pull rope and the second pull rope are both steel wire ropes, and the other end of the first pull rope is wound on the two inner film fixing steel pipes and fixed through a detachable first steel wire rope reinforcing member; the other end of the second pull rope is wound on the two inner film fixing steel pipes and fixed through a detachable second steel wire rope reinforcing piece.
Preferably, stay cord elasticity regulator includes regulator casing, first drag hook, second drag hook and sets up regulator anchor pad, the tensile buffering of first tensile buffering piece, the tensile buffering of second that resets in the regulator casing and resets, and the tensile buffering of first tensile buffering piece, the tensile buffering of second resets and connects in the both sides of regulator anchor pad, and first drag hook resets with the tensile buffering piece and is connected, and the tensile buffering of second drag hook and second resets and is connected.
Preferably, the first draw hook is connected with the first pull rope or connected with the first pull rope through a first switching hanging piece; the second drag hook is connected with the second pull rope or connected with the second pull rope through a second switching hanging piece.
Preferably, a first rubber gasket is arranged at the connecting end of the first pull rope and the upper supporting pipe, and a second rubber gasket is arranged at the connecting end of the second pull rope and the lower supporting pipe.
The beneficial effects of the utility model are that:
1. the combined template has the advantages of novel structure, simple assembly, convenient processing, simple process and low cost, and adopts field common materials.
2. The fastening structure is novel in design, good in stability and convenient to disassemble and assemble, the required materials are common facility materials, and the market is universal and easy to obtain; the cost of the wire rope amortization is basically equivalent to that of the screw.
3. After the system is used, the diameter of the opposite-penetrating reserved pipe hole can be reduced, and the cost of plugging the hole can be reduced by about 75%.
4. After the fastening structure and the template structure are used, the installation, the disassembly and the lifting can be more convenient in actual construction, and the turnover is convenient and fast.
5. The structure is high in innovation, and the problem that the template cannot be disassembled due to accidental damage of the fastening structure can be completely avoided.
Drawings
In order to clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
FIG. 1 is a schematic cross-sectional side view of a tensioning mechanism attachment configuration.
Fig. 2 is a schematic cross-sectional view of the positions of the inner and outer formwork structures.
Fig. 3 is a schematic front view of the connection structure of the inner template positioning mechanism.
Fig. 4 is a schematic front view of the connection structure of the outer die plate positioning mechanism.
Detailed Description
The utility model provides a wall form positioning system, for making the utility model discloses a purpose, technical scheme and effect are clearer, more clear and definite, it is following right the utility model discloses further detailed description. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the invention.
The present invention will be described in detail with reference to the accompanying drawings:
example 1
With reference to fig. 1 to 4, a wall form positioning system completes form construction of a front casting wall 101 and a rear casting wall 102 of a deformation joint. Template fastening system includes template positioning mechanism and template tensioning system, and template positioning mechanism includes inner formword 1, exterior sheathing 2, first vertical flitch branch 3, the horizontal flitch branch 4 of second, is provided with a plurality ofly between inner formword 1 and the exterior sheathing 2 and reserves pipe 11 to wearing, and the outside of inner formword 1 is horizontal to be provided with a plurality of first vertical flitch branches 3, and the outside of exterior sheathing 2 is vertical to be provided with a plurality of horizontal flitch branches 4 of second.
The template tensioning system comprises inner template positioning mechanisms 5, outer template positioning mechanisms 6 and a plurality of groups of tensioning mechanisms 7, wherein after the plurality of inner template positioning mechanisms 5 are arranged in parallel, the plurality of inner template positioning mechanisms 5 are transversely connected to the outer end of the first vertical batten support rod 3, after the plurality of outer template positioning mechanisms 6 are arranged in parallel, the plurality of outer template positioning mechanisms 6 are vertically connected to the outer end of the second horizontal batten support rod 4.
The tensioning mechanism 7 comprises a first pull rope 71, a second pull rope 72 and a pull rope tightness adjuster 73, the pull rope tightness adjuster 73 is located on the outer side of the outer template positioning mechanism 6, one end of the first pull rope 71 is fixedly connected with the upper end of the pull rope tightness adjuster 73, and the other end of the first pull rope 71 penetrates through the outer template 2 and is connected with one of the inner template positioning mechanisms 5 after penetrating through the reserved pipe 11 and the inner template 1. One end of the second pull rope 72 is connected with the lower end of the pull rope slack adjuster 73, and the other end of the second pull rope 72 penetrates through the outer formwork, the opposite penetrating reserved pipe 11 and the inner formwork 1 and then is connected with the adjacent inner formwork positioning mechanism 5 of one of the inner formwork positioning mechanisms 5. The inner formwork positioning mechanisms pulled by the first pulling rope 71 and the second pulling rope 72 are two adjacent inner formwork positioning mechanisms.
The inner formwork 1 and the outer formwork 2 are rectangular wooden formworks, the lower end of the outer formwork 2 is connected with a ground anchor piece 21 for fixing, the lower end of the inner formwork 1 is provided with a construction support rib 12, and the construction support rib 12 is located in a support hole 104 of a lower-layer wall body 103.
The inner template positioning mechanism 5 comprises an inner membrane positioning piece 51 and two inner membrane fixing steel pipes 52, and the two inner membrane fixing steel pipes 52 are connected to the outer end of the first vertical batten support rod 3 through the inner membrane steel pipe positioning piece 51; the inner template positioning mechanisms 5 are arranged at intervals from top to bottom.
The inner membrane steel pipe positioning piece 52 is in a shape of a Chinese character 'ji', first positioning through holes 53 are formed in two ends of the inner membrane steel pipe positioning piece 52, and the end of the inner membrane steel pipe positioning piece 52 is connected with the first vertical batten support rod 3 through first positioning nails 54 in the first positioning through holes 53.
The outer template positioning mechanism 6 comprises outer template main back ridge frames 61 and pull rope supporting assemblies 62, and after the outer template main back ridge frames 62 are transversely placed in parallel, the outer template main back ridge frames 61 are fixedly connected with the second transverse batten strut 4 through ridge frame positioning nails or ridge frame positioning screws; the pull rope support assemblies 62 have multiple groups, and each group of pull rope support assemblies 62 is matched with one group of tensioning mechanisms 7.
Stay cord supporting component 62 includes support tube 63 and lower support tube 64, goes up support tube 63 and the mutual parallel arrangement of lower support tube 64, goes up support tube 663 and is connected with two adjacent main stupefied frames 61 of exterior sheathing through two first switching fasteners 65, and lower support tube 64 is connected with two adjacent main stupefied frames 61 of exterior sheathing through two second switching fasteners 66.
The rope slack adjuster 73 is located between the upper support tube 63 and the lower support tube 64, and the other end of the first rope 71 passes through the outer formwork 2 above the upper support tube 63, so that the upper support tube 63 supports the first rope 71.
The other end of the second pulling rope 72 passes through the outer formwork 2 below the lower support pipe 64, so that the lower support pipe 64 supports the second pulling rope 72.
The first pull rope 71 and the second pull rope 72 are both steel wire ropes, and the other end of the first pull rope 71 is wound on the two inner film fixed steel pipes 52 and fixed through a detachable first steel wire rope reinforcing member 74; the other end of the second rope 72 is wound around the two inner film fixing steel pipes 52 and fixed by a detachable second wire reinforcement 75.
The tension-releasing adjuster 73 comprises an adjuster housing 731, a first pull hook 732, a second pull hook 733, an adjuster reinforcing block 734, a first tension buffering restoring member 735 and a second tension buffering restoring member 736, wherein the adjuster reinforcing block 734, the first tension buffering restoring member 735 and the second tension buffering restoring member 736 are arranged in the adjuster housing 731, the first tension buffering restoring member 735 and the second tension buffering restoring member 736 are connected to two sides of the adjuster reinforcing block 734, the first pull hook 732 is connected with the first tension buffering restoring member 735, and the second pull hook 733 is connected with the second tension buffering restoring member 736.
The first draw hook 732 is directly connected with the first pull rope 71 or connected with the first pull rope 71 through a first switching hanging piece; the second hook 732 is connected to the second pull rope 72 or connected to the second pull rope via a second adapter hanger. The first rubber gasket is arranged at the connecting end of the first pull rope and the upper supporting pipe, and the second rubber gasket is arranged at the connecting end of the second pull rope and the lower supporting pipe.
Example 2
When the wall formwork positioning system is used for construction of a construction joint wall of a building house, the use content of the wall formwork positioning system comprises the following steps:
firstly, a template positioning mechanism is manufactured in a construction site, namely an inner template and a corresponding batten support rod are assembled and spliced, and an inner template hole is punched in advance on the inner template according to the position through which a pull rope passes.
And fixing the inner template positioning mechanism to form the large hoisting deformation joint inner combination template.
Later wear out the stay cord from the interior template diaphragm orifice, fix a position the chucking with stay cord and interior template positioning mechanism with the stay cord buckle, after the reinforcement completion in the wall body is built to needs, prop the cement strip in the installation of the wall body is built to needs pouring.
Placing the hoisted deformation joint inner combined large template on the construction support rib of the next layer of support hole site; and then installing a PVC material opposite-penetrating reserved pipe, and penetrating the pull rope through the opposite-penetrating reserved pipe.
The outer template and the outer template positioning mechanism are installed, the position of the outer template positioning mechanism is accurately adjusted according to the position of an outer template hole reserved on the outer template, the stay cord is ensured to penetrate out of the hole center position as much as possible, the stay cord is ensured not to be attached to the reserved pipe and the template, then the outer template positioning mechanism is fastened, and the outer template positioning mechanism is ensured to have reliable supporting force.
And mounting stay cord buckles on the stay cords thrown out of the outer side of the outer template to enable the stay cords to form ring buckles, arranging a rubber plastic pad between the stay cords and the outer template positioning mechanism, and then hooking the adjacent stay cord buckles up and down by using a stay cord tightness adjuster to fasten the stay cords to form a firm template supporting system.
After the fixing is completed preliminarily, the position of the pull rope is fixed or marked, and the accuracy of the position is ensured when the pull rope is used in a turnover mode again.
The wall is built earlier, according to "tear open after the elder generation, tear open earlier" template removal principle behind, demolish template fastening system according to the preface, pay attention to when demolising guaranteeing outer mould board positioning mechanism's integrality, the follow-up spelling construction convenience of being convenient for.
And after the installation construction of the steel bar and cement adjustment is completed on the next poured wall, hoisting the large formwork in the deformation joint, horizontally reversing for 180 degrees, then repeating the construction process of pouring the wall firstly, and completing the formwork construction of the poured wall.
Example 3
When the construction of the construction joint wall body of a certain construction site is built, materials needing to be used are transported to the construction site, and the construction method is operated according to the following construction contents:
(1) And manufacturing a deformation joint inner template fastening system. The method comprises the steps of splicing a wooden template and a batten secondary edge, punching holes according to the positions of steel wire rope holes, and fixing a main edge of a steel pipe by using a square clamp pipe hoop to form a large combined template in a deformation joint; and then the steel wire rope penetrates out of the hole and is clamped tightly by the steel wire rope clamp. See figure 1.
(2) After the binding of the steel bars of the first poured wall body is finished, internally supporting cement bars are installed on the steel bars; then hoisting the combined large template in the deformation joint, and placing the combined large template on the steel bar of the next layer of support hole site; and then installing a PVC (polyvinyl chloride) opposite-penetrating reserved pipe, and penetrating a steel wire rope through the opposite-penetrating reserved pipe.
(3) Installing a deformation joint outside template and a batten and an outer template main back edge frame of a deformation joint, accurately adjusting the position of a transverse short steel pipe (an upper supporting pipe and a lower supporting pipe) according to hole positions on the template, ensuring that a steel wire rope penetrates out of the hole center position as much as possible, ensuring that the steel wire rope does not stick to a PVC pipe and the template, then fastening a right-angle fastener, and ensuring that the transverse short steel pipe has reliable supporting force.
(4) And (3) installing buckles on the steel wire ropes thrown out of the outer deformation joint template to enable the steel wire ropes to form ring buckles, paying attention to the fact that rubber plastic pads are arranged between the steel wire ropes and the steel pipes and the rubber plastic pads are arranged when the number of vertical holes is odd or even, and then hooking the upper and lower adjacent steel wire rope buckles by using a steel wire rope tightener to fasten the steel wire ropes to form a firm template supporting system.
(5) The position of the steel wire rope is fixed or marked, and the accuracy of the position is ensured when the steel wire rope is used in a turnover mode again.
(6) And (3) finishing the wall pouring, and dismantling the formwork fastening system according to a formwork dismantling principle of 'dismantling after first supporting and then dismantling first after supporting'. And (4) paying attention to the removal of the main back ridge frame of the deformation joint outer formwork, and considering the follow-up assembling construction convenience.
(7) And (4) hoisting the large formwork in the deformation joint, horizontally reversing for 180 degrees, pouring a wall body formwork after the deformation joint is carried out, wherein the construction sequence is the same as the steps (2), (3) and (4).
Example 4
In the construction system, the construction system can be processed on site by utilizing the common construction facility materials on site; and a fastening mode of a common counter-pulling screw rod is changed, a rigid material is replaced by a flexible material, a steel wire rope is adopted for counter-pulling, the pipe diameter of a counter-penetrating pipe is reduced, the material consumption is further reduced, and green construction is practiced. Through the fastening device and the construction method which are simple to operate, convenient and fast, the installation and the removal are facilitated, the turnover efficiency is improved to a large extent, and the amortization cost of fastening engineering materials is also reduced continuously while the construction quality of the template is ensured.
In the construction process, the conventional wood formwork is adopted to combine the large formwork, the on-site processing is convenient, the weight is light, the process is simple, and the processing processes are conventional processes. The steel wire rope with a proper diameter is adopted, the steel wire rope is accurately positioned and fixed on the back edge of the conventional combined large-template steel pipe, and the steel wire rope is convenient to install and disassemble after being used by utilizing the flexibility of the steel wire rope. When satisfying the same construction pulling force, the wire rope diameter will be smaller than drawing the screw rod diameter, then can reduce the pipe diameter to the poling, is about to PVC pipe and reduces to D25mm by D50mm, reduces pre-buried pipe diameter in the cast-in-place wall, reduces follow-up foam rubber shutoff hole quantity. The steel wire rope is tightly and loosely operated outside the deformation joint, so that the problem that the template cannot be normally used due to the damage of devices can be completely avoided.
After the system is used, the combined template is made of on-site common materials, so that the processing is convenient, the process is simple, and the cost is low. The fastening device is made of common facility materials, and is widely available in the market; the cost of the wire rope amortization is basically equivalent to that of the screw. After construction, the diameter of the opposite-penetrating reserved pipe hole is reduced, and the cost of plugging the hole is reduced by about 75%. The fastening device is convenient and quick to mount, dismount and hoist in turnover. The problem that the template cannot be disassembled due to accidental damage of the fastening device can be completely avoided.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
The parts not mentioned in the utility model can be realized by adopting or using the prior art for reference.
Of course, the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and the changes, modifications, additions or substitutions made by those skilled in the art within the scope of the present invention should also belong to the protection scope of the present invention.
Claims (10)
1. A wall formwork positioning system is characterized by comprising a formwork positioning mechanism and a formwork tensioning system, wherein the formwork positioning mechanism comprises an inner formwork, an outer formwork, a first vertical batten support rod and a second horizontal batten support rod;
the template tensioning system comprises inner template positioning mechanisms, outer template positioning mechanisms and a plurality of groups of tensioning mechanisms, wherein the inner template positioning mechanisms are arranged in parallel and then are transversely connected to the outer end of the first vertical batten support rod, and the outer template positioning mechanisms are arranged in parallel and then are vertically connected to the outer end of the second horizontal batten support rod;
the tensioning mechanism comprises a first pull rope, a second pull rope and a pull rope tightness adjuster, the pull rope tightness adjuster is positioned on the outer side of the outer template positioning mechanism, one end of the first pull rope is fixedly connected with the upper end of the pull rope tightness adjuster, and the other end of the first pull rope penetrates through the outer template, the opposite penetrating reserved pipe and the inner template and then is connected with one of the inner template positioning mechanisms; one end of the second pull rope is connected with the lower end of the pull rope tightness adjuster, and the other end of the second pull rope penetrates through the outer template, the opposite penetrating reserved pipe and the inner template and then is connected with the adjacent inner template positioning mechanism.
2. The wall form positioning system of claim 1, wherein the inner form and the outer form are rectangular wooden forms, the lower end of the outer form is connected with a ground anchor for fixing, and the lower end of the inner form is provided with construction support ribs which are positioned in support holes of the lower wall.
3. The wall form positioning system of claim 1, wherein the inner form positioning mechanism comprises an inner form positioning member and two inner form fixing steel pipes, and the two inner form fixing steel pipes are connected to the outer end of the first vertical batten strut through the inner form steel pipe positioning member; the inner template positioning mechanisms are arranged at intervals from top to bottom.
4. The wall form positioning system of claim 3, wherein the inner membrane steel tube positioning element is in a shape of a Chinese character 'ji', first positioning through holes are formed at two ends of the inner membrane steel tube positioning element, and the end of the inner membrane steel tube positioning element is connected with the first vertical batten support rod through first positioning nails in the first positioning through holes.
5. The wall form positioning system of claim 1, wherein the external form positioning mechanism comprises external form main back ridge frames and a pull rope support assembly, and after the external form main back ridge frames are transversely placed in parallel, the external form main back ridge frames are fixedly connected with the second transverse batten strut through ridge frame positioning nails or ridge frame positioning screws; the stay cord supporting component has a plurality of groups, and each group of stay cord supporting component is matched with one group of tensioning mechanism.
6. The wall form positioning system of claim 5, wherein the stay cord support assembly comprises an upper support tube and a lower support tube, the upper support tube and the lower support tube are arranged in parallel, the upper support tube is connected with two adjacent main back ridge frames of the outer form through two first transfer fasteners, and the lower support tube is connected with two adjacent main back ridge frames of the outer form through two second transfer fasteners;
the pull rope tightness adjuster is positioned between the upper support pipe and the lower support pipe, and the other end of the first pull rope penetrates through the outer template above the upper support pipe, so that the upper support pipe supports the first pull rope;
the other end of the second pull rope penetrates through the outer template below the lower supporting pipe, so that the lower supporting pipe supports the second pull rope.
7. The wall form positioning system as claimed in claim 6, wherein the first pull rope and the second pull rope are both steel wire ropes, and the other end of the first pull rope is wound on the two inner film fixing steel pipes and fixed through a detachable first steel wire rope reinforcing member; the other end of the second pull rope is wound on the two inner film fixing steel pipes and fixed through a detachable second steel wire rope reinforcing piece.
8. The wall form positioning system of claim 1, wherein the pull rope slack adjuster comprises an adjuster housing, a first pull hook, a second pull hook, an adjuster reinforcing block, a first tensile buffering resetting piece and a second tensile buffering resetting piece, the adjuster reinforcing block, the first tensile buffering resetting piece and the second tensile buffering resetting piece are arranged in the adjuster housing, the first tensile buffering resetting piece and the second tensile buffering resetting piece are connected to two sides of the adjuster reinforcing block, the first pull hook is connected with the first tensile buffering resetting piece, and the second pull hook is connected with the second tensile buffering resetting piece.
9. The wall form positioning system of claim 8, wherein the first draw hook is connected to the first draw rope or connected to the first draw rope through a first adapter hanging piece; the second drag hook is connected with the second pull rope or connected with the second pull rope through a second switching hanging piece.
10. A wall form positioning system as claimed in claim 7, wherein a first rubber gasket is provided at the connecting end of the first pull rope and the upper support pipe, and a second rubber gasket is provided at the connecting end of the second pull rope and the lower support pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222931269.4U CN218862087U (en) | 2022-11-01 | 2022-11-01 | Wall form positioning system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222931269.4U CN218862087U (en) | 2022-11-01 | 2022-11-01 | Wall form positioning system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218862087U true CN218862087U (en) | 2023-04-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222931269.4U Active CN218862087U (en) | 2022-11-01 | 2022-11-01 | Wall form positioning system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218862087U (en) |
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2022
- 2022-11-01 CN CN202222931269.4U patent/CN218862087U/en active Active
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