CN215760451U - Wet district concrete turn-ups construction mould - Google Patents
Wet district concrete turn-ups construction mould Download PDFInfo
- Publication number
- CN215760451U CN215760451U CN202122319758.XU CN202122319758U CN215760451U CN 215760451 U CN215760451 U CN 215760451U CN 202122319758 U CN202122319758 U CN 202122319758U CN 215760451 U CN215760451 U CN 215760451U
- Authority
- CN
- China
- Prior art keywords
- template
- sleeve
- support rod
- wet area
- horizontal support
- 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
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the field of building waterproof flanging construction equipment, in particular to a concrete flanging construction mold in a wet area. The supporting upright posts are vertically fixed on a building bottom plate and comprise two groups which are respectively arranged on the left side and the right side of a flanging, the two groups of supporting upright posts are respectively connected with a left template and a right template, sleeve pipes capable of sliding up and down are sleeved on the supporting upright posts, horizontal supporting rods are arranged on the sleeve pipes, and the inward ends of the horizontal supporting rods are connected with the templates; the horizontal support rod can be adjusted and fixed on the sleeve left and right along the axis direction of the horizontal support rod; and a set screw is arranged on the sleeve and used for locking the sleeve and the support upright post.
Description
Technical Field
The utility model relates to the field of building waterproof flanging construction equipment, in particular to a concrete flanging construction mold in a wet area.
Background
A circle of flanging or waterproof reversed ridge higher than a bottom plate is arranged at the construction positions of kitchens and bathrooms of buildings, basements and roof equipment foundations. During traditional construction, after the construction of the building main body is completed, the flanging is subjected to secondary construction. The secondary construction just needs to carry out the secondary formwork, and after the construction of building subject was accomplished, the concrete need make alone and transport moreover, and is very troublesome.
SUMMERY OF THE UTILITY MODEL
The utility model relates to a concrete flanging construction die for a wet area.
The technical problem to be solved is that: the existing building flanging needs secondary construction, so that the construction process is long.
In order to solve the technical problem, the utility model provides a concrete flanging construction mould for a wet area, which adopts the following scheme.
A wet area concrete flanging construction die comprises support upright posts vertically fixed on a building bottom plate, the support upright posts comprise two groups respectively arranged on the left and the right of a flanging, the two groups of support upright posts are respectively connected with a left template and a right template,
a sleeve capable of sliding up and down is sleeved on the supporting upright post, a horizontal supporting rod is mounted on the sleeve, and the inward end of the horizontal supporting rod is connected with the template; the horizontal support rod can be adjusted and fixed on the sleeve left and right along the axis direction of the horizontal support rod;
and a set screw is arranged on the sleeve and used for locking the sleeve and the support upright post.
Preferably, the support column is made of steel bars, and the bottom of the support column is fixedly connected with a steel bar cage of a building bottom plate or steel bars or steel trusses of a laminated slab.
Preferably, a first cushion block is arranged in the middle of the template, and one end of the first cushion block supports the template and the other end of the first cushion block compresses the sleeve; and a second cushion block is further arranged at the bottom of the template, the top of the second cushion block supports the lower edge of the template, and the bottom of the second cushion block compresses the steel bars of the building bottom plate.
Preferably, a support block made of concrete is provided between the two formworks.
Preferably, a connecting piece is fixed outside the sleeve, and the horizontal support rod penetrates through the connecting piece and can move in the left-right direction.
Preferably, the connecting piece is made of a hoop, an ear seat is arranged on the hoop, a mounting hole is formed in the middle of the ear seat, and the horizontal support rod is arranged in the mounting hole.
Preferably, the horizontal support rod is a threaded rod, a plurality of nuts are mounted on the horizontal support rod, and the nuts are respectively arranged on two sides of the lug seat and clamp the lug seat; the horizontal support rod is fixedly connected with the template.
Preferably, the formwork is provided with a support keel.
Compared with the prior art, the wet area concrete flanging construction die has the following beneficial effects:
during construction, the device is bound with the reinforcing steel bars of the building bottom plate and then installed in place, then concrete of the building bottom plate is poured, and the pouring height is parallel and level to the lower edge of the template. And waiting for a period of time to allow the concrete of the bottom plate to be primarily condensed, and simultaneously pouring concrete to the turned edges before the construction of the bottom plate on the upper layer is started. The purpose of avoiding secondary construction is achieved. The support columns are directly chopped after the device is dismantled.
As shown in fig. 1, the entire mold of the present invention is supported by the support columns directly fixed to the construction bottom plate, and particularly, the construction bottom plate of the cast-in-place concrete is connected to the reinforcing bars of the bottom plate and the precast slabs are fixed to the precast slabs, depending on the kind of the bottom plate. Then, sleeves which can move up and down are arranged on the supporting upright posts, and horizontal supporting rods which can move left and right are connected to the sleeves, so that the up-down and left-right positions of the template can be adjusted.
Drawings
FIG. 1 is a schematic view of the whole structure of a concrete flanging construction mold in a wet area of the utility model;
fig. 2 is a top view of the connection portion of the sleeve and the horizontal support bar of fig. 1.
Description of reference numerals:
1-supporting the upright post,
2-the sleeve is arranged in the sleeve,
3-a connecting piece is arranged on the upper surface of the shell,
4-a horizontal supporting rod is arranged at the lower part of the frame,
5-the step of forming a template,
6-the keel is arranged at the position of the keel,
7-the first head block is provided with a first cushion block,
8-a second head block, wherein the second head block is provided with a plurality of holes,
9-nut.
Detailed Description
The following detailed description of embodiments of the utility model refers to the accompanying drawings. It should be understood that the detailed description and specific examples, while indicating the present invention, are given by way of illustration and explanation only, not limitation.
In the present invention, the use of the directional terms such as "upper, lower, left, right" generally means upper, lower, left, right as shown in reference to fig. 1, unless otherwise specified; "inner and outer" refer to the inner and outer relative to the profile of the components themselves. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
The utility model provides a wet area concrete flanging construction mold, aiming at solving the problem that the construction process is long due to the fact that the existing building flanging needs secondary construction. As shown in fig. 1 and 2.
During construction, the device is bound with the reinforcing steel bars of the building bottom plate and then installed in place, then concrete of the building bottom plate is poured, and the pouring height is parallel and level to the lower edge of the template 5. And waiting for a period of time to allow the concrete of the bottom plate to be primarily condensed, and simultaneously pouring concrete to the turned edges before the construction of the bottom plate on the upper layer is started. The purpose of avoiding secondary construction is achieved. The support column 1 is directly chopped after the device is dismantled.
As shown in fig. 1, the entire mold of the present invention is supported by the support columns 1, and the support columns 1 are directly fixed to the construction bottom plate, and particularly, depending on the kind of the bottom plate, the construction bottom plate of the cast-in-place concrete is connected to the reinforcing bars of the bottom plate, and the prefabricated panels are fixed to the prefabricated panels. Then, a sleeve 2 which can move up and down is arranged on the supporting upright post 1, and a horizontal supporting rod 4 which can move left and right is connected on the sleeve 2, so that the up-down and left-right positions of the template 5 can be adjusted.
A wet area concrete flanging construction die is characterized by comprising support upright posts 1 vertically fixed on a building bottom plate, wherein the support upright posts 1 comprise two groups respectively arranged on the left and the right of a flanging, the two groups of support upright posts 1 are respectively connected with a left template 5 and a right template 5,
a sleeve 2 capable of sliding up and down is sleeved on the supporting upright column 1, a horizontal supporting rod 4 is installed on the sleeve 2, and one inward end of the horizontal supporting rod 4 is connected with a template 5; the horizontal support rod 4 can be adjusted and fixed on the sleeve 2 along the axis direction;
the sleeve 2 is provided with a set screw for locking the sleeve 2 and the support post 1.
As shown in fig. 1, the support column 1 is a positioning steel bar fixed to the reinforcing bars of the building floor, and is fixed to the reinforcing bars of the building floor by welding or wire bonding before the concrete is poured, or the positioning steel bar itself is the reinforcing bars of the building floor bent upward.
In order to keep the stability of the formwork 5, the same formwork 5 needs to be connected with a plurality of supporting columns 1, so the supporting columns 1 comprise two groups which are respectively arranged on the left and the right of the flanging, each group comprises a plurality of supporting columns 1 which are parallel to each other and arranged at intervals, and the two groups of supporting columns 1 are respectively connected with the left formwork 5 and the right formwork 5. Such that one formwork 5 is connected by a plurality of supporting uprights 1. Since the positional accuracy of the support columns 1 may be insufficient, and the position and the interval of the formwork 5 itself need to be adjusted. Therefore, the template 5 is not directly installed on the support column 1, but the sleeve 2 is firstly arranged on the support column 1, the sleeve 2 can move up and down and is fixed by a set screw, and then the horizontal support rod 4 which can move left and right is installed on the sleeve 2. This allows the adjustment of the template 5 in the up-down and left-right directions, as shown in fig. 1, for correcting the position of the template 5 and adjusting the pitch of the template 5.
Specifically, different fixing modes can be selected according to different materials of the bottom plate for supporting the upright post 1. The material of support post 1 is the reinforcing bar, and the bottom of support post 1 and the steel reinforcement cage of building bottom plate or superimposed sheet or steel truss fixed connection.
During the pouring of the flanged concrete, the formwork 5 is relatively stressed, and the horizontal support rods 4 are connected in a sliding manner. Therefore, the middle part of the template 5 is provided with a first cushion block 7, and one end of the first cushion block 7 supports the template 5 and the other end of the first cushion block compresses the sleeve 2;
and simultaneously, the lower edge of the template 5 is flush with the upper surface of the building bottom plate, and the lower edge of the template 5 is just flush with the surface of the concrete after the concrete is poured on the building bottom plate. And a second cushion block 9 is further arranged at the bottom of the template 5, the top of the second cushion block 9 supports the lower edge of the template 5, and the bottom of the second cushion block compresses the steel bars of the building bottom plate. The second spacer 9 supports the formwork 5 from the bottom of the formwork 5, while the second spacer allows the height of the formwork 5 to be adjusted.
A supporting block made of concrete is arranged between the two formworks 5. The inward movement of the two forms 5 is prevented by support blocks which cooperate with the first and second blocks 7, 9 to constrain the position of the forms 5.
As shown in fig. 1, a connecting member 3 is fixed outside the casing 2, and the horizontal support rod 4 is inserted into the connecting member 3 and can move in the left-right direction. The material of connecting piece 3 is the staple bolt, has the ear seat above the staple bolt, and the ear seat middle part has the mounting hole, horizontal support rod 4 sets up in the mounting hole. The horizontal support rod 4 is a threaded rod, a plurality of nuts 9 are arranged on the horizontal support rod 4, and the nuts 9 are respectively arranged on two sides of the lug seat and clamp the lug seat; the horizontal support rod 4 is fixedly connected with the template 5. The left and right positions of the horizontal support rod 4 can be adjusted by rotating the nut 9.
Preferably, the formwork 5 is provided with a support keel 6. The support runners 6 extend transversely of the formwork 5.
The above-mentioned embodiments are merely illustrative of the preferred embodiments of the present invention, and do not limit the scope of the present invention, and various modifications and improvements of the technical solution of the present invention by those skilled in the art should fall within the protection scope defined by the claims of the present invention without departing from the spirit of the present invention.
Claims (8)
1. A wet area concrete flanging construction die is characterized by comprising support upright posts (1) vertically fixed on a building bottom plate, wherein the support upright posts (1) comprise two groups respectively arranged at the left side and the right side of a flanging, the two groups of support upright posts (1) are respectively connected with a left template (5) and a right template (5),
the supporting upright post (1) is sleeved with a sleeve (2) capable of sliding up and down, a horizontal supporting rod (4) is arranged on the sleeve (2), and the inward end of the horizontal supporting rod (4) is connected with the template (5); the horizontal support rod (4) can be adjusted left and right and fixed on the sleeve (2) along the axis direction of the horizontal support rod;
and a set screw is arranged on the sleeve (2) and used for locking the sleeve (2) and the support upright post (1).
2. The wet area concrete flanging construction mould according to claim 1, characterized in that the material of the supporting upright post (1) is steel bars, and the bottom of the supporting upright post (1) is fixedly connected with a steel bar cage of a building bottom plate or steel bars or steel trusses of a laminated slab.
3. The wet area concrete flanging construction die of claim 1, wherein a first cushion block (7) is arranged in the middle of the template (5), one end of the first cushion block (7) supports the template (5) and the other end of the first cushion block compresses the sleeve (2);
the bottom of the template (5) is also provided with a second cushion block (9), the top of the second cushion block (9) supports the lower edge of the template (5), and the bottom of the second cushion block compresses the steel bars of the building bottom plate.
4. A wet area concrete flanging dies according to claim 1, characterized in that a support block made of concrete is arranged between two formworks (5).
5. The wet area concrete flanging construction die of claim 1, wherein a connecting piece (3) is fixed outside the sleeve (2);
the horizontal support rod (4) is arranged on the connecting piece (3) in a penetrating mode and can move in the left-right direction.
6. A wet area concrete flanging construction mould according to claim 5, characterized in that the connecting piece (3) is made of a hoop, an ear seat is arranged on the hoop, a mounting hole is arranged in the middle of the ear seat, and the horizontal support rod (4) is arranged in the mounting hole.
7. The wet area concrete flanging construction die of claim 6, wherein the horizontal support rod (4) is a threaded rod, a plurality of nuts (9) are mounted on the horizontal support rod (4), and the nuts (9) are respectively arranged on two sides of the lug seat and clamp the lug seat; the horizontal support rod (4) is fixedly connected with the template (5).
8. A wet area concrete flanging construction mould according to claim 1, characterized in that the formwork (5) is provided with supporting keels (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122319758.XU CN215760451U (en) | 2021-09-24 | 2021-09-24 | Wet district concrete turn-ups construction mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122319758.XU CN215760451U (en) | 2021-09-24 | 2021-09-24 | Wet district concrete turn-ups construction mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215760451U true CN215760451U (en) | 2022-02-08 |
Family
ID=80090629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122319758.XU Active CN215760451U (en) | 2021-09-24 | 2021-09-24 | Wet district concrete turn-ups construction mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215760451U (en) |
-
2021
- 2021-09-24 CN CN202122319758.XU patent/CN215760451U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104088461B (en) | Y type cast-in-situ concrete columns template system and construction method thereof | |
| CN111364508A (en) | Method for reinforcing inner support of large underground comprehensive pipe gallery without external formwork wall plate | |
| CN111206768B (en) | Light beam plate structure platform and construction method thereof | |
| CN114482529A (en) | Back-jacking construction method for post-cast strip galvanized steel pipe support frame | |
| CN215760451U (en) | Wet district concrete turn-ups construction mould | |
| CN112627512A (en) | Supporting and reinforcing method for special-shaped component with clean water curved surface of oblique beam and oblique column | |
| CN210976594U (en) | Auxiliary mounting device for laminated plate | |
| CN210562953U (en) | Prefabricated plate and coincide floor | |
| CN217028064U (en) | Post-cast strip galvanized steel pipe support frame | |
| CN114250913B (en) | Cast-in-situ reinforced concrete arc-shaped boundary beam and construction method | |
| CN115741985A (en) | Production method of pier column containing shear keys | |
| CN205955197U (en) | A fixing device that be used for prefabricated non - design of bench, can all rotary die boards | |
| CN214883794U (en) | Concrete pouring template system of upturning beam on raft foundation | |
| CN115233813A (en) | Beam with clamping connection plate | |
| CN114837404A (en) | Sunken type falling plate pouring mold and pouring method | |
| CN210214149U (en) | Transit station crossing original coal conveying trestle | |
| CN212388856U (en) | Cast-in-place clear water concrete batter post structure of prestressing force | |
| CN211666086U (en) | Prefabricated superposed beam | |
| WO2015051551A1 (en) | Building and construction method thereof | |
| CN109972520B (en) | Construction method of prefabricated bridge deck installation structure | |
| KR100837831B1 (en) | Underground downward construction system | |
| CN110748221A (en) | Prefabricated assembled pond guide wall | |
| CN111155713A (en) | Prefabricated superposed beam and construction method | |
| JP2884440B2 (en) | Formwork for construction of concrete prism and construction method of column using it | |
| CN215978445U (en) | Arch grid beam-shaped fabricated structure formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |