CN211341788U - Cast in situ concrete wall strutting arrangement - Google Patents
Cast in situ concrete wall strutting arrangement Download PDFInfo
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- CN211341788U CN211341788U CN201921403295.1U CN201921403295U CN211341788U CN 211341788 U CN211341788 U CN 211341788U CN 201921403295 U CN201921403295 U CN 201921403295U CN 211341788 U CN211341788 U CN 211341788U
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Abstract
The utility model relates to the technical field of cast-in-place construction, in particular to a cast-in-place concrete wall body supporting device, which comprises a pouring template component, a supporting component and a tensioning component; the pouring template assembly comprises a connecting rod, a front template and a back template which are arranged oppositely, and the front template and the back template are connected with each other through the connecting rod and jointly limit the shape of the cast-in-place concrete wall; the supporting assembly is arranged on one side, far away from the cast-in-place concrete wall, of the front formwork and can support the front formwork; one end of the tensioning assembly is connected with the supporting assembly, and the other end of the tensioning assembly is connected with the pouring template assembly, so that the supporting assembly and the pouring template assembly can be tensioned. Through cast in situ concrete wall strutting arrangement, make the step that need the inclined supporting plate among the pouring in-process directly saved traditional scheme, reduced the volume of device self, reduced construction area by a wide margin, reduced the traffic hidden danger.
Description
Technical Field
The utility model relates to a cast-in-place construction technical field especially relates to a cast-in-place concrete wall body strutting arrangement.
Background
In daily life, people often encounter wall construction sites beside roads, and the wall which is not demolished is generally provided with inclined supports, and a water horse fence is used nearby for regional protection. Because the construction time is shorter at night, especially the repair concrete poured in the period from 3 hours to 5 hours in the morning still hardly reaches the initial setting time, the inclined strut is quickly detached, the risk of vibration and displacement of the template still exists, and once the displacement occurs, the surface of the concrete is uneven, the quality problems of small slab staggering and the like exist at the joint of the template, so that the inclined strut and the protection of the water horse fence are still needed until the daytime after pouring is finished. But because the setting of bearing diagonal and water horse rail often can increase construction area to cause road traffic inconvenience.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model aims at providing a cast in situ concrete wall body strutting arrangement aims at solving the wall body job site area big, causes the inconvenient problem of traffic easily.
(II) technical scheme
In order to achieve the purpose, the cast-in-place concrete wall body supporting device comprises a pouring template assembly, a supporting assembly and a tensioning assembly; the pouring template assembly comprises a connecting rod, a front template and a back template which are arranged oppositely, and the front template and the back template are connected with each other through the connecting rod and jointly limit the shape of the cast-in-place concrete wall; the supporting assembly is arranged on one side, far away from the cast-in-place concrete wall, of the front formwork and can support the front formwork; one end of the tensioning assembly is connected with the supporting assembly, and the other end of the tensioning assembly is connected with the pouring template assembly, so that the supporting assembly and the pouring template assembly can be tensioned.
Preferably, the tensioning assembly comprises a first hook, a buckle, a rotating arm and a second hook; the first hook is fixed on the ring buckle and connected with the supporting component; the second hook is connected with the pouring template assembly; one end of the rotating arm is connected with the buckle, and the other end of the rotating arm is connected with the second hook.
Preferably, a threaded rod is arranged on the buckle, and the rotating arm is in threaded connection with the threaded rod so as to adjust the length of the tensioning assembly.
Preferably, the support assembly comprises a support frame and a rotating shaft support module; the bottom of the support frame is fixed on the ground, and the rotating shaft support module is arranged on the support frame and can support the pouring template assembly.
Preferably, the rotating shaft supporting module comprises a handle, an outer rotating shaft, an inner rotating shaft and a supporting block; one end of the outer rotating shaft is mounted on the supporting frame, and the other end of the outer rotating shaft is in threaded connection with the inner rotating shaft; the handle is clamped on the outer rotating shaft and can drive the outer rotating shaft to rotate relative to the inner rotating shaft; the junction of interior rotation axis with the kicking block is provided with the strengthening rib, the kicking block can support in pour on the template subassembly.
Preferably, the support assembly further comprises a support rod; one end of the supporting rod is connected with the supporting frame, and the other end of the supporting rod is connected with the front formwork.
Preferably, the top of the front formwork is provided with a first mounting seat, the top of the back formwork is provided with a second mounting seat, and the connecting rod is connected with the first mounting seat and the second mounting seat.
Preferably, the front face formwork is provided with transverse reinforcing ribs and vertical reinforcing ribs.
Preferably, the bottom of the front formwork is fixed to the ground.
Preferably, the cast in place concrete wall supporting apparatus comprises a plurality of sets of the supporting members and a plurality of the tensioning members.
(III) advantageous effects
The utility model has the advantages that: by the cast-in-place concrete wall body supporting device, when an existing wall body is repaired, the step of an inclined supporting plate in the traditional scheme is directly omitted in the process of pouring concrete on the surface, and the volume of the cast-in-place concrete wall body supporting device is greatly reduced, so that the construction occupied area is greatly reduced, the risk of template vibration displacement caused by the fact that the inclined supporting is required to be removed urgently due to traffic inconvenience is reduced, the traffic hidden danger is reduced, and the disassembly, assembly and transportation are convenient; the combined use of a support assembly and a tensioning assembly can provide more adjustment margin while giving sufficient support to the cast formwork assembly to be able to adapt to different types of construction situations.
Drawings
FIG. 1 is a schematic structural view of the front side of the cast-in-place concrete wall supporting device of the present invention;
FIG. 2 is a schematic view of the rear side structure of the cast-in-place concrete wall supporting device of the present invention;
fig. 3 is a schematic structural diagram of a supporting module of a rotating shaft of the supporting device for a cast-in-place concrete wall according to the present invention;
fig. 4 is a schematic structural view of the tensioning assembly of the cast-in-place concrete wall supporting device of the present invention.
[ description of reference ]
100: a cast-in-place concrete wall support device; 1: pouring a template assembly; 2: a support assembly; 3: a tension assembly;
11: a connecting rod; 12: a front template; 121: a first mounting seat; 122: erecting reinforcing ribs; 123: transverse strengthening ribs; 13: a back template; 131: a second mounting seat;
21: a support frame; 22: a rotating shaft support module; 221: a handle; 222: an outer rotating shaft; 223: an inner rotating shaft; 224: a support block;
31: a first hook; 32: looping; 321: a threaded rod; 33: a rotating arm; 34: and a second hook.
Detailed Description
For a better understanding of the present invention, reference will now be made in detail to the present invention, examples of which are illustrated in the accompanying drawings.
It should be noted that all the directional indicators (such as upper, lower, left, right, front and rear … …) in the embodiment of the present invention are only used to explain the relative position relationship between the components, the motion situation, etc. in a specific posture (as shown in the drawings), and if the specific posture is changed, the directional indicator is changed accordingly.
In addition, descriptions in the present application as to "first", "second", and the like are for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicit to the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the present application, unless expressly stated or limited otherwise, the terms "connected" and "fixed" are to be construed broadly, e.g., "fixed" may be fixedly connected or detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through intervening media, or they may be connected internally or in any other suitable relationship, unless expressly stated otherwise. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
The utility model provides a cast-in-place concrete wall body supporting device 100, as shown in figure 1, which comprises a pouring template component 1, a supporting component 2 and a tensioning component 3; the pouring template assembly 1 comprises a connecting rod 11, a front template 12 and a back template 13 which are arranged oppositely, wherein the front template 12 and the back template 13 are connected with each other through the connecting rod 11 and jointly limit the shape of the cast-in-place concrete wall; the supporting assembly 2 is arranged on one side of the front formwork 12 far away from the cast-in-place concrete wall body and can support the front formwork 12; one end of the tensioning component 3 is connected with the supporting component 2 and the other end is connected with the pouring template component 1, so that the supporting component 2 and the pouring template component 1 can be tensioned.
Specifically, when it is required to use the cast-in-place concrete wall supporting apparatus 100, as shown in fig. 1, the front form 12 and the rear form 13 of the cast formwork assembly 1 may be fixed on the ground at a proper interval (or, the front form 12 is fixed on the ground and the rear form 13 is fixed on the rear surface of the existing wall) and the front form 12 and the rear form 13 may be connected to each other using the tie bars 11 so as to be able to collectively define the shape of the cast-in-place concrete wall. After the pouring template assembly 1 is fixed, the supporting assembly 2 can be used for supporting the pouring template assembly, so that the stability of the pouring template assembly is improved; wherein, the supporting component 2 can also be fixed with the ground, so that the supporting component is firmer; at this time, the tension member 3 may have one end connected to the support member 2 and the other end connected to the cast formwork assembly 1, and maintain the stability of the entire cast-in-place concrete wall support apparatus 100 and the wall body at an appropriate angle and force.
According to the technical scheme of the utility model, through the cast-in-place concrete wall body supporting device 100, as shown in fig. 1, the step of needing an inclined supporting plate in the traditional scheme is directly omitted in the pouring process, the volume of the cast-in-place concrete wall body supporting device 100 is greatly reduced, so that the construction occupied area is greatly reduced, the risk of template vibration displacement caused by the fact that inclined supporting is urgently detached due to traffic inconvenience is reduced, the traffic hidden danger is reduced, and the disassembly, assembly and transportation are convenient; the combined use of the support assembly 2 and the tensioning assembly 3 can provide more adjustment margin while giving sufficient support to the cast formwork assembly to be able to adapt to different types of construction situations.
Further, as shown in fig. 4, the tightening assembly 3 includes a first hook 31, a buckle 32, a rotating arm 33 and a second hook 34; the first hook 31 is fixed on the ring buckle 32, and the first hook 31 is connected with the support component 2; the second hook 34 is connected with the pouring template assembly 1; the two ends of the rotating arm 33 are respectively connected with the ring buckle 32 and the second hook 34. Wherein, one end of the first hook 31 can be fixed on the supporting component 2, and the other end is fixed on the ring buckle 32; one end of the second hook 34 is connected with the rotating arm 33, and the other end is connected with the pouring template assembly 1; in this way, the support assembly 2 and the pouring formwork assembly 1 can be better supported in combination.
As shown in fig. 4, a threaded rod 321 is disposed on the ring buckle 32, and the rotating arm 33 is in threaded connection with the threaded rod 321 to adjust the length of the tightening assembly 3. Through the combination of the threaded arm 33 and the threaded rod 321, connection supports with different angles and forces can be provided according to the support requirements of the support assembly 2 and the pouring template assembly 1.
In addition, as shown in fig. 1, the support assembly 2 includes a support frame 21 and a rotation shaft support module 22; the bottom of support frame 2 is fixed in subaerial, and pivot support module 22 sets up on support frame 21 and can support and pour template component 1. The support frame 2 can be a steel body support, and the steel body support can provide higher strength, rigidity and corrosion resistance for the support frame 2; the support frame 21 can be fixed with the ground; one end of the pivot support module 22 may be fixed to the support frame 21 and the other end supports the pouring formwork assembly 1. The shaft support module 22 may also be made of steel to provide higher strength, rigidity and corrosion resistance.
In addition, as shown in fig. 3, the rotation shaft support module 22 includes a handle 221, an outer rotation shaft 222, an inner rotation shaft 223, and a supporting block 224; one end of the outer rotating shaft 222 is mounted on the support frame 21 and the other end of the outer rotating shaft 222 is in threaded connection with the inner rotating shaft 223; the handle 221 is clamped on the outer rotating shaft 222 and can drive the outer rotating shaft 222 to rotate relative to the inner rotating shaft 223; brace blocks 224 can be supported on the cast formwork assembly 1. When one end of the rotating shaft supporting module 22 is installed on the supporting frame 21 and the other end is supported on the pouring template assembly 1, the rotating handle 221 can drive the outer rotating shaft 222 to rotate relative to the inner rotating shaft 223, so that the angle and force of the rotating shaft supporting module 22 relative to the supporting frame 21 and the pouring template assembly 1 can be easily adjusted, and the operation is simple and convenient. The joint between the inner rotary shaft 223 and the stay block is provided with a reinforcing rib, which can improve the strength of the whole rotary shaft support module 22.
Moreover, in a preferred embodiment, as shown in fig. 1, the support assembly 2 may further include a support bar 23; one end of the support bar 23 is connected to the support frame 21 and the other end is connected to the front surface mold 12. The bracing piece 23 is located the below that the pivot supports module 22, supports the bottom of support frame 21 and front form 12, and under the fixed condition on support frame 21 and ground, the vertical direction is reinforced, and rethread bracing piece 23 couples together support frame 21 and front form 12, and above-mentioned mode can further strengthen stability on the horizontal direction to make whole supporting component 2 and whole cast in situ concrete wall strutting arrangement 100's support performance promote greatly.
Further, as shown in fig. 2, the top of the front formwork 12 and the top of the back formwork 13 are respectively provided with a first mounting seat 121 and a second mounting seat 131, and the connecting rod 11 connects the first mounting seat 121 of the front formwork 12 and the second mounting seat 131 of the back formwork 13. Through the fixing of first mount pad 121 and second mount pad 131 to connecting rod 11, not only can improve the stability of supporting pouring template subassembly 1 self, can also provide reliable guarantee for the clamp force that front form 12 and back form 13 are used in the wall body.
As shown in fig. 1, the front form 12 is provided with vertical reinforcing ribs 122 and horizontal reinforcing ribs 123. A plurality of strengthening ribs of two kinds of directions can make the intensity of whole support pouring template subassembly 1 promote greatly. And, the bottom of the front form 12 is fixed to the ground, so that the entire cast-in-place concrete wall supporting apparatus 100 can be more stable.
Further, as shown in fig. 1, the cast-in-place concrete wall supporting apparatus 100 may include a plurality of sets of supporting members 2 and a plurality of tightening members 3. According to the different conditions in the actual work progress required, under the prerequisite that can guarantee intensity and angle stability, supporting component 2 can use with tensioning set 3 in the combination of multiple quantity mode, and the fault-tolerant rate is high and easy and simple to handle.
It should be understood that the above description of the embodiments of the present invention is only for illustrating the technical lines and features of the present invention, and the purpose of the present invention is to enable those skilled in the art to understand the contents of the present invention and to implement the present invention accordingly, but the present invention is not limited to the above specific embodiments. All changes and modifications that come within the scope of the claims are to be embraced within their scope.
Claims (10)
1. The cast-in-place concrete wall body supporting device is characterized by comprising a pouring template assembly, a supporting assembly and a tensioning assembly;
the pouring template assembly comprises a connecting rod, a front template and a back template which are arranged oppositely, and the front template and the back template are connected with each other through the connecting rod and jointly limit the shape of the cast-in-place concrete wall;
the supporting assembly is arranged on one side, far away from the cast-in-place concrete wall, of the front formwork and can support the front formwork;
one end of the tensioning assembly is connected with the supporting assembly, and the other end of the tensioning assembly is connected with the pouring template assembly, so that the supporting assembly and the pouring template assembly can be tensioned.
2. A cast in place concrete wall support apparatus as claimed in claim 1, wherein said tension assembly includes a first hook, a loop, a swivel arm and a second hook; the first hook is fixed on the ring buckle and connected with the supporting component; the second hook is connected with the pouring template assembly; one end of the rotating arm is connected with the buckle, and the other end of the rotating arm is connected with the second hook.
3. A cast in place concrete wall support apparatus as claimed in claim 2, wherein a threaded rod is provided on said eye, said pivot arm being threadedly connected to said threaded rod to adjust the length of said tension assembly.
4. A cast in place concrete wall support apparatus as claimed in any one of claims 1 to 3, wherein said support assembly includes a support frame and a rotating shaft support module; the bottom of the support frame is fixed on the ground, and the rotating shaft support module is arranged on the support frame and can support the pouring template assembly.
5. A cast in place concrete wall support apparatus as claimed in claim 4, wherein said pivot support module comprises a handle, an outer pivot, an inner pivot and a brace block; one end of the outer rotating shaft is mounted on the supporting frame, and the other end of the outer rotating shaft is in threaded connection with the inner rotating shaft; the handle is clamped on the outer rotating shaft and can drive the outer rotating shaft to rotate relative to the inner rotating shaft; the junction of interior rotation axis with the kicking block is provided with the strengthening rib, the kicking block can support in pour on the template subassembly.
6. A cast in place concrete wall support apparatus as claimed in claim 4, wherein said support assembly further comprises a support rod; one end of the supporting rod is connected with the supporting frame, and the other end of the supporting rod is connected with the front formwork.
7. The cast-in-place concrete wall support apparatus in any one of claims 1-3, wherein a first mounting seat is provided on a top of the front formwork, a second mounting seat is provided on a top of the back formwork, and the connecting rod connects the first mounting seat and the second mounting seat.
8. A cast in situ concrete wall support apparatus as claimed in any one of claims 1 to 3, wherein said front formwork is provided with vertical reinforcing ribs and horizontal reinforcing ribs.
9. A cast in place concrete wall support apparatus as claimed in any one of claims 1 to 3, wherein the bottom of the front formwork is fixed to the ground.
10. A cast in place concrete wall support apparatus as claimed in any one of claims 1 to 3, wherein the cast in place concrete wall support apparatus comprises a plurality of sets of said support assemblies and a plurality of said tension assemblies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921403295.1U CN211341788U (en) | 2019-08-27 | 2019-08-27 | Cast in situ concrete wall strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921403295.1U CN211341788U (en) | 2019-08-27 | 2019-08-27 | Cast in situ concrete wall strutting arrangement |
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| Publication Number | Publication Date |
|---|---|
| CN211341788U true CN211341788U (en) | 2020-08-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921403295.1U Active CN211341788U (en) | 2019-08-27 | 2019-08-27 | Cast in situ concrete wall strutting arrangement |
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| CN (1) | CN211341788U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653321A (en) * | 2021-09-18 | 2021-11-16 | 山东九洲建设集团有限公司 | House construction formwork supporting and positioning system and construction positioning method |
| CN113833164A (en) * | 2021-09-27 | 2021-12-24 | 中建八局第一建设有限公司 | Construction method of super high-rise core tube cone variable cross-section shear wall |
| CN114000615A (en) * | 2021-11-12 | 2022-02-01 | 筑友智造科技投资有限公司 | External wall panel connecting piece, connecting assembly and prefabricated part connecting joint |
| CN115418913A (en) * | 2022-09-15 | 2022-12-02 | 中国一冶集团有限公司 | Support arrangement for fall trapezoidal side ditch centre form |
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
-
2019
- 2019-08-27 CN CN201921403295.1U patent/CN211341788U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113653321A (en) * | 2021-09-18 | 2021-11-16 | 山东九洲建设集团有限公司 | House construction formwork supporting and positioning system and construction positioning method |
| CN113833164A (en) * | 2021-09-27 | 2021-12-24 | 中建八局第一建设有限公司 | Construction method of super high-rise core tube cone variable cross-section shear wall |
| CN114000615A (en) * | 2021-11-12 | 2022-02-01 | 筑友智造科技投资有限公司 | External wall panel connecting piece, connecting assembly and prefabricated part connecting joint |
| CN115418913A (en) * | 2022-09-15 | 2022-12-02 | 中国一冶集团有限公司 | Support arrangement for fall trapezoidal side ditch centre form |
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
| CN116427707B (en) * | 2023-06-13 | 2023-08-18 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A supporting device for cast-in-place concrete wall Effective date of registration: 20210628 Granted publication date: 20200825 Pledgee: Huadu sub branch of Bank of Guangzhou Co.,Ltd. Pledgor: GUANGZHOU TAIYU TECHNOLOGY DEVELOPMENT Co.,Ltd. Registration number: Y2021980005457 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20220706 Granted publication date: 20200825 Pledgee: Huadu sub branch of Bank of Guangzhou Co.,Ltd. Pledgor: GUANGZHOU TAIYU TECHNOLOGY DEVELOPMENT Co.,Ltd. Registration number: Y2021980005457 |
|
| PC01 | Cancellation of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A support device for cast-in-place concrete wall Effective date of registration: 20220714 Granted publication date: 20200825 Pledgee: Huadu sub branch of Bank of Guangzhou Co.,Ltd. Pledgor: GUANGZHOU TAIYU TECHNOLOGY DEVELOPMENT Co.,Ltd. Registration number: Y2022980010485 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PC01 | Cancellation of the registration of the contract for pledge of patent right |
Date of cancellation: 20230830 Granted publication date: 20200825 Pledgee: Huadu sub branch of Bank of Guangzhou Co.,Ltd. Pledgor: GUANGZHOU TAIYU TECHNOLOGY DEVELOPMENT Co.,Ltd. Registration number: Y2022980010485 |
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| PC01 | Cancellation of the registration of the contract for pledge of patent right |