CN222632831U - Clamp device for cast-in-place horizontal tie beam construction - Google Patents
Clamp device for cast-in-place horizontal tie beam construction Download PDFInfo
- Publication number
- CN222632831U CN222632831U CN202323086709.1U CN202323086709U CN222632831U CN 222632831 U CN222632831 U CN 222632831U CN 202323086709 U CN202323086709 U CN 202323086709U CN 222632831 U CN222632831 U CN 222632831U
- Authority
- CN
- China
- Prior art keywords
- template
- wall body
- tie beam
- horizontal tie
- cast
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a fixture device for cast-in-situ horizontal tie beam construction, which comprises a wall body, an end surface fixing plate, a fixing pipe, a first rod assembly, a first template and a second template. The fixture device for cast-in-situ horizontal tie beam construction can reduce the influence on masonry while ensuring the formwork supporting quality of the tie beam by embedding the fixed pipe in the wall body, so that the cast-in-situ horizontal tie beam construction is simpler, and the position of the shaped horizontal tie beam can be accurately fixed by matching the fixed plate and the formwork, thereby avoiding the steps of needing a large number of counterweights, supporting and adjusting in the traditional construction and improving the construction efficiency. The design of the fixture device enables the fixture device to be suitable for horizontal tie beam construction with different sizes and shapes, and adjustment and adaptation can be carried out under the condition of meeting requirements.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a fixture device for cast-in-situ horizontal tie beam construction.
Background
In the current construction of building structures, the cast-in-situ construction of horizontal tie beams is carried out, templates are required to be processed and manufactured in advance, the templates are scattered and spliced, erected and reinforced, and the upper wall can be built after the concrete reaches the specified strength and the templates are removed.
In the existing horizontal tie beam construction process, the assembly process of the template is complex, the template is usually composed of a plurality of parts, such as a cross beam, a stand column, a support and the like, the template is required to be fixed by fasteners such as expansion screws for dismounting a wall body, the wall body is greatly damaged, the parts are required to be combined together according to a preset mode in the assembly process, and a plurality of steps of assembly are required, so that the assembly complexity is increased, and the construction efficiency is low.
It is desirable to provide a fixture device for cast-in-place horizontal tie beam construction that solves the above-mentioned problems.
Disclosure of utility model
The utility model provides a fixture device for cast-in-situ horizontal tie beam construction, which aims to solve the problems that the fixture for cast-in-situ horizontal tie beam construction in the prior art is inconvenient to assemble and the mounting structure is large in damage to a wall body.
In order to solve the technical problems, the technical scheme of the utility model is that the fixture device for cast-in-situ horizontal tie beam construction comprises:
the wall body is provided with gaps communicated with two sides;
The end face fixing plates are provided with two groups, the two groups of end face fixing plates are respectively connected with two ends of the wall body, and the top faces of the two groups of end face fixing plates are all located above the top face of the wall body;
The fixed pipe is arranged in the gap, and two ends of the fixed pipe extend out of the wall body;
the first rod assembly penetrates through the fixed pipe, and two ends of the first rod assembly are respectively positioned outside two ends of the fixed pipe;
The first template is arranged on one side of the wall body, the first template is fixedly connected with one end of the first rod assembly, and the top surface of the first template is positioned above the top surface of the wall body;
A second template arranged on the other side of the wall body and fixedly connected with the other end of the first rod assembly, the second template is arranged opposite to the first template, the top surface of the second template is positioned above the top surface of the wall body, and
The first template, the second template and the two groups of end face fixing plates which are oppositely arranged encircle the wall body, filling grooves are formed between the first template, the second template and the two groups of end face fixing plates which are oppositely arranged and the top surface of the wall body, and the filling grooves are used for filling horizontal tie beams.
The fixture device for cast-in-situ horizontal tie beam construction also comprises a second rod assembly, wherein the second rod assembly is used for connecting the top end of the first template and the top end of the second template.
The fixture device for cast-in-situ horizontal tie beam construction further comprises an inner support piece, wherein the inner support piece is arranged between the first template and the second template, and the inner support piece is positioned above the horizontal tie beam.
In the present utility model, the first lever assembly includes:
A first screw, the first screw comprising:
A first limiting section positioned at one side of the wall body, the first limiting section and one side of the wall body clamp and fix the first template, and
One end of the first extending section is connected with the bottom end of the first limiting section, the other end of the first extending section penetrates through the fixed pipe and extends, and a first included angle is formed between a straight line where the long side of the first extending section is located and a straight line where the long side of the first limiting section is located;
The first baffle is positioned on the other side of the wall body, the first baffle is connected with the other end of the first extension section in an adjustable mode, and the second template is clamped and fixed by the first baffle and the other side of the wall body.
In the utility model, a first jack spliced with the first extension section is arranged on the first baffle, a first threaded part is arranged at the other end of the first extension section, the first rod assembly further comprises a first nut, the first nut is positioned at one side of the first baffle away from the wall body, and the first nut is in threaded connection with the first threaded part.
In the utility model, the first rod assembly further comprises a first bottom square timber, the first bottom square timber is arranged between the first limiting section and the first template, and a straight line where the extending direction of the first bottom square timber is positioned is parallel to the arrangement direction of the two ends of the wall body.
In the utility model, the first rod assembly further comprises a second bottom square timber, the second bottom square timber is arranged between the first baffle and the second template, and the arrangement directions of the two ends of the wall body are parallel to each other along the straight line where the extension direction of the second bottom square timber is positioned.
In the present utility model, the second lever assembly includes:
a second screw, the second screw comprising:
a second limiting section positioned at one side of the wall body, the second limiting section and one side of the wall body clamping and fixing the first template, and
One end of the second extending section is connected with the bottom end of the second limiting section, the other end of the second extending section penetrates through the fixed pipe and extends, and a second included angle is formed between the straight line where the long side of the second extending section is positioned and the straight line where the long side of the second limiting section is positioned;
the second baffle is positioned on the other side of the wall body, the second baffle is connected with the other end of the second extension section in an adjustable mode, and the second baffle and the other side of the wall body clamp and fix the second template.
In the utility model, the second rod assembly further comprises a first top square timber, the first top square timber is arranged between the second limiting section and the first template, and a straight line where the extending direction of the first top square timber is positioned is parallel to the arrangement direction of the two ends of the wall body.
In the utility model, the second rod assembly further comprises a second top square timber, the second top square timber is arranged between the second baffle and the second template, and the extending direction of the second top square timber is in a straight line, and the arrangement directions of the two ends of the wall body are parallel to each other.
Compared with the prior art, the fixture device for the cast-in-situ horizontal tie beam construction has the advantages that the fixed pipe is embedded in the wall, the influence on the masonry can be reduced while the formwork supporting quality of the tie beam is ensured, the cast-in-situ horizontal tie beam is simpler in construction due to the arrangement of the fixture device, the position of the fixed horizontal tie beam can be accurately fixed through the cooperation of the fixed plate and the formwork, a large number of steps of counterweight, support and adjustment are avoided in the traditional construction, and the construction efficiency is improved. The design of the fixture device enables the fixture device to be suitable for horizontal tie beam construction with different sizes and shapes, and adjustment and adaptation can be carried out under the condition of meeting requirements. In addition, the filling groove in the device is used for filling the horizontal tie beam, and the horizontal tie beam can be uniformly filled through the design of the auxiliary device, so that the waste in the construction process and the need of repair work are reduced.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are needed in the embodiments are briefly described below, and the drawings in the following description are only drawings corresponding to some embodiments of the present utility model.
Fig. 1 is a schematic overall structure of a preferred embodiment of the present utility model.
Fig. 2 is a schematic view of a wall body part structure according to a preferred embodiment of the present utility model.
Fig. 3 is a first screw side view of a preferred embodiment of the present utility model.
Fig. 4 is a first flap structure diagram of a preferred embodiment of the present utility model.
Fig. 5 is a side view of the overall structure of the preferred embodiment of the present utility model.
Fig. 6 is a cross-sectional view of the overall structure of the preferred embodiment of the present utility model.
Reference numerals 11, wall, 111, gap, 112, filler, 12, end fixing plate, 13, fixing tube, 14, first rod assembly, 141, first screw, 1411, first limit section, 1412, first extension section, 14121, first screw, 142, first baffle, 1421, first jack, 143, first nut, 144, first bottom square wood, 145, second bottom square wood, 15, first template, 16, second template, 17, second rod assembly, 171, second screw, 1711, second limit section, 1712, second extension section, 17121, second screw, 172, second baffle, 173, second nut, 174, first top square wood, 175, second top square wood, 18, inner support, 19, horizontal tie beam, 20, bottom plate assembly, 201, support bottom plate, 202, support bar.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The terms of directions used in the present utility model, such as "up", "down", "front", "back", "left", "right", "inside", "outside", "side", "top" and "bottom", are used for explaining and understanding the present utility model only with reference to the orientation of the drawings, and are not intended to limit the present utility model.
The words "first," "second," and the like in the terminology of the present utility model are used for descriptive purposes only and are not to be construed as indicating or implying relative importance and not as limiting the order of precedence.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed, mechanically connected, electrically connected, directly connected, indirectly connected via an intervening medium, or in communication between two elements or in an interaction relationship between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
The following is a preferred embodiment of a fixture device for cast-in-place horizontal tie beam construction, which solves the above technical problems.
Referring to fig. 1 and 2, fig. 1 is a schematic overall structure of a wall 11 according to a preferred embodiment of the present utility model, and fig. 2 is a schematic partial structure of a wall 11 according to a preferred embodiment of the present utility model.
In the drawings, like structural elements are denoted by like reference numerals.
The utility model provides a fixture device for cast-in-situ horizontal tie beam construction, which comprises a wall 11, end face fixing plates 12, fixing pipes 13, a first rod assembly 14, a first template 15 and a second template 16, wherein the wall 11 is provided with a gap 111 communicated with two sides, the end face fixing plates 12 are provided with two groups, the two groups of end face fixing plates 12 are respectively connected with two ends of the wall 11, the top faces of the two groups of end face fixing plates 12 are all positioned above the top face of the wall 11, the fixing pipes 13 are arranged in the gap 111, the two ends of the fixing pipes 13 extend out of the wall 11, the first rod assembly 14 penetrates through the fixing pipes 13, the two ends of the first rod assembly 14 are respectively positioned outside the two ends of the fixing pipes 13, the first template 15 is arranged on one side of the wall 11, the first template 15 is fixedly connected with one end of the first rod assembly 14, the top face of the first template 15 is positioned above the top face of the wall 11, the second template 16 is arranged on the other side of the wall 11, the second template 16 is fixedly connected with the other end of the first rod assembly 14, the top face of the second template 16 is opposite to the first template 15, and the top face of the second template 16 is positioned above the top face of the wall 11.
Wherein, the first template 15, the second template 16 and two sets of end face fixing plates 12 arranged oppositely are arranged around the wall 11, and filling grooves are formed between the first template 15, the second template 16 and the two sets of end face fixing plates 12 arranged oppositely and the top surface of the wall 11, and are used for filling the horizontal tie beams 19.
The fixture device for cast-in-situ horizontal tie beam construction in the embodiment can reduce the influence on masonry while ensuring the tie beam formwork quality by embedding the fixed pipe 13 in the wall 11, and the device ensures that the cast-in-situ horizontal tie beam 19 is simpler to construct, and the position of the fixed horizontal tie beam 19 can be accurately fixed by the cooperation of the fixed plate and the template, thereby avoiding the steps of needing a large number of weights, supports and adjustments in the traditional construction and improving the construction efficiency. The design of the clamping device makes it suitable for construction of horizontal tie beams 19 of different sizes and shapes, which can be adjusted and adapted as required. In addition, the filling groove in the device is used for filling the horizontal tie beam 19, and the horizontal tie beam 19 can be uniformly filled through the design of the auxiliary device, so that the waste in the construction process and the need of repair work are reduced.
In summary, the fixture device in this embodiment has the advantages of firm structure, simple and convenient construction, uniform filling, strong adaptability and the like, and can improve the efficiency and quality of the construction of the horizontal tie beam 19. The tie beam template is installed by adopting the special fixture, the operation is convenient, the influence on the masonry is small, and the fixture can be repeatedly used.
The first lever assembly 14 structure in this embodiment is explained as follows:
Referring to fig. 1, the first rod assembly 14 includes a first screw rod 141, a first baffle 142 and a first nut 143, the first screw rod 141 includes a first limiting section 1411 and a first extending section 1412, the first limiting section 1411 is located at one side of the wall 11, the first limiting section 1411 clamps and fixes the first template 15 with one side of the wall 11, one end of the first extending section 1412 is connected with the bottom end of the first limiting section 1411, the other end of the first extending section 1412 penetrates through the fixed pipe 13 and extends, a first included angle is formed between a straight line where a long edge of the first extending section 1412 is located and a straight line where a long edge of the first limiting section 1411 is located, the first baffle 142 is located at the other side of the wall 11, the first baffle 142 is adjustably connected with the other end of the first extending section 1412, and the other side of the wall 11 clamps and fixes the second template 16. The adjustable connection of the first flap 142 to the first extension 1412 allows for flexible adjustment of the length of the first pole assembly 14 as well as accommodation of different sized walls 11 and forms. The first rod assembly 14 is tightly coupled to the wall 11 through the fixing pipes 13 and the fixing plates, effectively supporting and fixing the first and second formworks 15 and 16. In this way, the shaping and stability of the horizontal tie beam 19 can be ensured, and the problems of deflection or sinking in the construction process can be avoided.
Referring to fig. 1 and 3, a first included angle is formed between a line on which the long side of the first extension 1412 and a line on which the long side of the first limiting section 1411 are located. The first included angle in the preferred embodiment is ninety degrees, and the first limiting section 1411 and the first extending section 1412 are perpendicular to each other, so that the stability of the first limiting section 1411 for clamping the first template 15 is improved.
The other end of the first extension 1412 is provided with a first threaded portion 14121, the first rod assembly 14 further includes a first nut 143, which is located on a side of the first baffle 142 away from the wall 11, and the first nut 143 is threaded with the first threaded portion 14121.
Referring to fig. 4, a first insertion hole 1421 inserted into the first extension 1412 is formed in the first baffle 142, and the first baffle 142 is in threaded connection with the first extension 1412 of the first screw 141 through the first nut 143, so that positions of the first baffle 142 and the first screw 141 are adjustable, the structure is simplified, and the operation and the use are convenient.
Referring to fig. 1 and 5, further, the first rod assembly 14 further includes a first bottom square timber 144, the first bottom square timber 144 is disposed between the first limiting section 1411 and the first template 15, and a straight line where an extending direction of the first bottom square timber 144 is located is parallel to an arrangement direction of two ends of the wall 11. The first bottom square lumber 144 promotes the contact surface between the first pole assembly 14 and the first form 15, and promotes the stability of the first pole assembly 14 clamping the first form 15.
Further, the first rod assembly 14 further includes a second bottom square timber 145, the second bottom square timber 145 is disposed between the first baffle 142 and the second template 16, and the extending directions of the second bottom square timber 145 are parallel to each other at the two ends of the linear wall 11. The second bottom square timber 145 promotes the contact surface of the first rod assembly 14 and the second template 16, and promotes the stability of the first rod assembly 14 clamping the second template 16.
Other structures of the clamp device in this embodiment are explained as follows:
Referring to fig. 1 and 5, the jig device for cast-in-place horizontal tie beam construction in this embodiment further includes a second rod assembly 17, and the second rod assembly 17 connects the top end of the first form 15 and the top end of the second form 16. The second rod assembly 17 connects the top ends of the first and second templates 15 and 16, and improves the stability of the support of the first and second templates 15 and 16.
In this embodiment, the second rod assembly 17 includes a second screw 171 and a second baffle 172, the second screw 171 includes a second limiting section 1711 and a second extending section 1712, the second limiting section 1711 is located at one side of the wall 11, the second limiting section 1711 clamps and fixes the first template 15 with one side of the wall 11, one end of the second extending section 1712 is connected with the bottom end of the second limiting section 1711, the other end of the second extending section 1712 penetrates through the fixed pipe 13 and extends, a second included angle is formed between a straight line where a long edge of the second extending section 1712 is located and a straight line where a long edge of the second limiting section 1711 is located, the second baffle 172 is located at the other side of the wall 11, and the second baffle 172 is adjustably connected with the other end of the second extending section 1712, and the second baffle 172 clamps and fixes the second template 16 with the other side of the wall 11. The adjustable connection of the second stop 172 to the second extension 1712 allows flexible adjustment of the length of the second pole assembly 17 and accommodates clamping of different sized walls 11 and forms. The second rod assembly 17 is tightly coupled to the wall 11 through the fixing pipe 13 and the fixing plate, effectively fixing the top ends of the first and second formworks 15 and 16. This ensures the setting and stability of the horizontal tie beam 19 and avoids shifting during construction.
A second included angle is formed between the straight line of the long side of the second extending section 1712 and the straight line of the long side of the second limiting section 1711. In the preferred embodiment, the second included angle is ninety degrees, and the second limiting segment 1711 and the second first extending segment 1412 are perpendicular to each other, so that the stability of the second limiting segment 1711 for clamping the first template 15 is improved.
In this embodiment, the second rod assembly 17 further includes a first top square timber 174, the first top square timber 174 is disposed between the second limiting section 1711 and the first template 15, and a straight line where the extending direction of the first top square timber 174 is located is parallel to the arrangement direction of the two ends of the wall 11. The first top square lumber 174 promotes the contact surface of the second bar assembly 17 with the first form 15, and promotes the stability of the second bar assembly 17 clamping the first form 15.
In this embodiment, the second rod assembly 17 further includes a second top square timber 175, the second top square timber 175 is disposed between the second baffle 172 and the second template 16, and the extending directions of the second top square timber 175 are parallel to each other at the two ends of the linear wall 11. The second top square timber 175 promotes the contact surface of the second rod assembly 17 with the second form 16, and promotes the stability of the second rod assembly 17 clamping the second form 16.
The fixture device for cast-in-situ horizontal tie beam construction in this embodiment further includes an inner stay 18, the inner stay 18 being disposed between the first and second templates 15 and 16, and the inner stay 18 being located above the horizontal tie beam 19. The internal stay 18 is located between the first and second templates 15 and 16 to allow for stability of the fixture apparatus in which the horizontal tie beam 19 may be cast in place. The internal braces 18 provide additional support and securement, making the horizontal tie beam 19 stronger and more stable during construction, reducing the likelihood of deformation and vibration.
With reference to fig. 1 and 6, the working principle of the present utility model is as follows:
1. The fixing tube 13 is pre-buried.
The wall 11 in this embodiment is provided with a slit 111, and the fixing pipe 13 is pre-buried by filling material 112 at the slit 111. The two ends of the fixed pipe 13 extend out of the two side planes of the wall 11 respectively.
The fixing tube 13 in this embodiment is a PVC casing, the fixing tube 13 is made of renewable plastic, and is pre-buried in a gap 111 at a position 100mm away from the top surface of the wall 11 below the horizontal tie beam 19, and the filler is preferably mortar.
2. A reinforcing bar frame is installed on the top surface of the wall 11.
The number and the positions of the welded closed steel bar frames are determined according to the designed intervals of the steel bar frames, marks are made on the wall 11, and the welded closed steel bar frames are placed on the top surface of the wall 11 according to the made marks.
3. And installing a clamp device.
1. Interspersed with the first rod assembly 14. The first extension 1412 of the first screw 141 penetrates the fixed tube 13, and the first stopper 142 and the first nut 143 are sequentially fitted from the first screw part 14121.
The two ends of the wall 11 are provided with end face fixing plates 12, in this embodiment, the end face fixing plates 12 may be other masonry such as bearing columns, the end face fixing plates 12 may also be fixed to the two ends of the wall 11 by screws or a formwork, and the structure of the formwork fixing is a common construction structure in the construction structure and will not be described herein.
In this embodiment, a bottom plate assembly 20 is further required to be added between the two walls 11, and the bottom plate assembly 20 is used for supporting the horizontal tie beam 19 between the two walls 11, so as to facilitate pouring of the horizontal tie beam 19.
The floor assembly 20 in this embodiment includes a support floor 201 and a support bar 202, the support floor 201 being disposed between two walls 11 for supporting the horizontal tie beam 19, the support bar 202 being connected to the bottom surface of the support floor 201, the support bar 202 being for supporting the support floor 201. And the first pole assembly 14 in this embodiment may be attached to the support pole 202, preferably by lashing, or by a structure that is placed directly over the support pole 202.
2. A first form 15 is installed on one side of the wall 11, and a first bottom square lumber 144 is placed between the first form 15 and the first limiting segment 1411.
3. A second form 16 is installed on the other side of the wall 11, and a second bottom square timber 145 is placed between the second form 16 and the first baffle 142.
4. The first nut 143 is tightened.
5. A first top square timber 174 is disposed at the top of the outer side of the first template 15, and a second top square timber 175 is disposed at the top of the outer side of the second template 16, and in this embodiment, a fixed connection structure such as a screw may be used.
6. Penetrating the second rod assembly 17. The second extension 1712 of the second screw 171 is overlapped on the top ends of the first template 15 and the second template 16, and the second baffle 172 and the second nut 173 are sequentially sleeved on the second screw 17121.
7. An inner brace 18 is placed between the first and second forms 15, 16, the inner brace 18 being located above the rebar framework.
8. The second nut 173 is tightened. The second stop 1711 and the second stop 172 are fastened relatively, so that the top end of the first template 15 and the top end of the second template 16 are clamped and fixed.
4. And (3) pouring concrete, wherein the poured concrete and the reinforced bar frame form a horizontal tie beam 19.
5. And (5) removing the clamp device.
1. The second nut 173 and the second stop 172 are sequentially loosened and removed by twisting the second nut 173 in the opposite direction, and then the second rod assembly 17 is removed from the top ends of the first and second templates 15 and 16.
2. The first nut 143 and the first blocking piece 142 are sequentially loosened and removed by twisting the first nut 143 in the opposite direction, and then the first bottom square timber 144, the first template 15, the second bottom square timber 145 and the second template 16 are removed.
3. The first screw 141 of the first rod assembly 14 is withdrawn from the fixed pipe 13, and the withdrawn first screw 141 can be recycled.
6. The fixed tube 13 is plugged.
Thus, the working process of the fixture device for cast-in-situ horizontal tie beam construction of the preferred embodiment is completed.
In summary, although the present utility model has been described in terms of the preferred embodiments, the preferred embodiments are not limited to the above embodiments, and various modifications and changes can be made by one skilled in the art without departing from the spirit and scope of the utility model, and the scope of the utility model is defined by the appended claims.
Claims (10)
1. A fixture device for construction of cast-in-situ horizontal tie beam is characterized by comprising:
the wall body is provided with gaps communicated with two sides;
The end face fixing plates are provided with two groups, the two groups of end face fixing plates are respectively connected with two ends of the wall body, and the top faces of the two groups of end face fixing plates are all located above the top face of the wall body;
The fixed pipe is arranged in the gap, and two ends of the fixed pipe extend out of the wall body;
the first rod assembly penetrates through the fixed pipe, and two ends of the first rod assembly are respectively positioned outside two ends of the fixed pipe;
A first template arranged on one side of the wall body and fixedly connected with one end of the first rod assembly, the top surface of the first template being positioned above the top surface of the wall body, and
The second template is arranged on the other side of the wall body, the second template is fixedly connected with the other end of the first rod assembly, the second template is arranged opposite to the first template, and the top surface of the second template is positioned above the top surface of the wall body;
The first template, the second template and the two groups of end face fixing plates which are oppositely arranged encircle the wall body, filling grooves are formed between the first template, the second template and the two groups of end face fixing plates which are oppositely arranged and the top surface of the wall body, and the filling grooves are used for filling horizontal tie beams.
2. The fixture apparatus for cast-in-place horizontal tie beam construction of claim 1, further comprising a second rod assembly connecting the first and second formwork tops.
3. The fixture apparatus for cast-in-place horizontal tie beam construction of claim 1, further comprising an internal brace disposed between the first and second templates and above the horizontal tie beam.
4. The fixture apparatus for cast-in-place horizontal tie beam construction of claim 1, wherein the first rod assembly comprises:
A first screw, the first screw comprising:
A first limiting section positioned at one side of the wall body, the first limiting section and one side of the wall body clamp and fix the first template, and
One end of the first extending section is connected with the bottom end of the first limiting section, the other end of the first extending section penetrates through the fixed pipe and extends, and a first included angle is formed between a straight line where the long side of the first extending section is located and a straight line where the long side of the first limiting section is located;
The first baffle is positioned on the other side of the wall body, the first baffle is connected with the other end of the first extension section in an adjustable mode, and the second template is clamped and fixed by the first baffle and the other side of the wall body.
5. The fixture device for cast-in-place horizontal tie beam construction according to claim 4, wherein the first baffle is provided with a first insertion hole which is inserted into the first extension section, the other end of the first extension section is provided with a first threaded portion, the first rod assembly further comprises a first nut, the first nut is located on one side, away from the wall, of the first baffle, and the first nut is in threaded connection with the first threaded portion.
6. The fixture device for cast-in-situ horizontal tie beam construction of claim 5, wherein the first rod assembly further comprises a first bottom square timber, the first bottom square timber is arranged between the first limiting section and the first template, and a straight line where the extending direction of the first bottom square timber is located is parallel to the arrangement direction of two ends of the wall body.
7. The fixture device for cast-in-place horizontal tie beam construction of claim 6, wherein the first rod assembly further comprises a second bottom square timber, the second bottom square timber is arranged between the first baffle and the second template, and the direction of extension of the second bottom square timber is in a straight line, and the arrangement directions of the two ends of the wall body are parallel to each other.
8. The fixture apparatus for cast-in-place horizontal tie beam construction of claim 2, wherein the second rod assembly comprises:
a second screw, the second screw comprising:
a second limiting section positioned at one side of the wall body, the second limiting section and one side of the wall body clamping and fixing the first template, and
One end of the second extending section is connected with the bottom end of the second limiting section, the other end of the second extending section penetrates through the fixed pipe and extends, and a second included angle is formed between the straight line where the long side of the second extending section is positioned and the straight line where the long side of the second limiting section is positioned;
the second baffle is positioned on the other side of the wall body, the second baffle is connected with the other end of the second extension section in an adjustable mode, and the second baffle and the other side of the wall body clamp and fix the second template.
9. The fixture device for cast-in-place horizontal tie beam construction of claim 8, wherein the second rod assembly further comprises a first top square timber, the first top square timber is arranged between the second limiting section and the first template, and a straight line where the extending direction of the first top square timber is located is parallel to the arrangement direction of two ends of the wall body.
10. The fixture device for cast-in-place horizontal tie beam construction according to claim 8, wherein the second rod assembly further comprises a second top square timber, the second top square timber is arranged between the second baffle and the second template, and the direction of extension of the second top square timber is in a straight line, and the arrangement directions of the two ends of the wall body are parallel to each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323086709.1U CN222632831U (en) | 2023-11-15 | 2023-11-15 | Clamp device for cast-in-place horizontal tie beam construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323086709.1U CN222632831U (en) | 2023-11-15 | 2023-11-15 | Clamp device for cast-in-place horizontal tie beam construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN222632831U true CN222632831U (en) | 2025-03-18 |
Family
ID=94935847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323086709.1U Active CN222632831U (en) | 2023-11-15 | 2023-11-15 | Clamp device for cast-in-place horizontal tie beam construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN222632831U (en) |
-
2023
- 2023-11-15 CN CN202323086709.1U patent/CN222632831U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109025277B (en) | Auxiliary frame and pre-buried structure and method thereof | |
| CN113685024A (en) | Frame post template strutting arrangement | |
| CN110700490A (en) | Transfer floor large-span steel reinforced concrete beam and construction method | |
| CN109779247A (en) | The formwork erection device and construction method of steel column cornerite | |
| CN212002272U (en) | Bidirectional adjustable frame beam template clamp structure | |
| CN216947944U (en) | Integral culvert wall construction template without pull rod | |
| CN219528403U (en) | Detachable beam template for building | |
| CN218758728U (en) | Reinforcing device for beam and column connection | |
| CN215442410U (en) | Hafen groove and construction fixing device thereof | |
| CN118087862A (en) | A kind of clear water concrete slab formwork reinforcement device and construction method | |
| CN217949749U (en) | Reinforcing device for ring beam template | |
| CN215168022U (en) | Adjustable building template fixing frame | |
| CN222745643U (en) | Beam plate support frame for two sides of post-pouring zone for basement sedimentation | |
| CN215256220U (en) | Tunnel portal guide wall hangs mould structure | |
| CN112096096B (en) | Positioning device for embedded steel plate and construction method thereof | |
| CN211948530U (en) | A positioning device for burying anchor bolts | |
| CN223164019U (en) | A deformation-resistant steel structure reinforced with diagonal braces | |
| CN114875957A (en) | Template installation assembly based on retaining wall and construction method thereof | |
| CN218912245U (en) | Plate type beam template reinforcing device | |
| CN223536039U (en) | Subway station side wall protective layer steel mould control structure | |
| CN222045031U (en) | Frame post and bracket concrete placement concatenation template reinforcing apparatus | |
| CN221546358U (en) | Template fixed support system for three-dimensional stiff bare concrete inclined column | |
| CN221442135U (en) | Small attached vibrator mounting rack based on wood template | |
| CN112627510A (en) | Structural deformation joint synchronous construction formwork reinforcing device and construction method | |
| CN221546224U (en) | Auxiliary device for assembled door and window frames |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |