CN210263915U - Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water - Google Patents
Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water Download PDFInfo
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- CN210263915U CN210263915U CN201920878206.2U CN201920878206U CN210263915U CN 210263915 U CN210263915 U CN 210263915U CN 201920878206 U CN201920878206 U CN 201920878206U CN 210263915 U CN210263915 U CN 210263915U
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Abstract
The utility model discloses an anti-bank template reinforcing apparatus of internal stay, combination formula steel concrete stagnant water exempts from, including a pair of template, still include the shaking screw rod, the shaking screw rod comprises horizontal pole and the crank of connection at the horizontal pole end, the screw thread has on the horizontal pole, and each template back mounted has at least two sets of vertical backs of the body stupefied, shaking screw rod quantity and this vertical stupefied quantity of the body equal, the stupefied top of the vertical back of the body is higher than the template, it has to be higher than the part horizontal pole screw-thread fit's nut. The screw caps and the two steel plates are respectively welded at corresponding positions of the steel bars to form vertical back ridges, then self-tapping bolts penetrate through the steel plates to fix the vertical back ridges on a template system, so that firmness and reliability are ensured, and the swing screws sequentially penetrate through the screw caps on the two vertical back ridges to clamp the templates on two sides of the water stopping ridge. This reinforcing apparatus can realize assembling the reinforcement wantonly to the anti bank of unidimensional stagnant water, and the use of propping in the construction is simple, convenient, removed from simultaneously reduces the risk of later stage infiltration.
Description
Technical Field
The utility model relates to a building engineering field, concretely relates to exempt from internal stay, anti-bank template reinforcing apparatus field of combination formula steel concrete stagnant water.
Background
The concrete water stop reverse ridge is a method for preventing water from flowing into a room, and is poured simultaneously or secondarily with structural concrete, namely a water stop belt or a concrete guide wall; in the pouring process, the template in pouring construction needs to be reinforced, so that the strength and rigidity of the template can be effectively controlled, and the potential quality hazards of leakage, deformation of the template under the pressure of rammed concrete and the like are avoided.
The existing water-stopping anti-ridge template reinforcement technology for the domestic construction site has the following defects: the existing water stop anti-ridge reinforcing system needs to use a batten clamp, the batten clamp is a sizing tool, when the water stop anti-ridge of different sizes faces, the batten clamps of different sizes need to be customized, the wood consumption is large, and the concept of replacing wood with steel cannot be practiced. The traditional water stop reverse ridge adopts a mortar inner support, a concrete inner support or a steel bar inner support, even some nonstandard construction methods such as using a brick as the inner support and the like are adopted, if the vibration is not complete, leakage is easily generated in the later period, and once the leakage phenomenon occurs, a large amount of maintenance cost is required; the consumption of the finished inner support is too large, the mortar inner support, the concrete inner support or the reinforcing steel bar inner support adopted by the traditional water stop reverse ridge is a disposable product, the consumption is large, and when water stops with different widths exist, the inner supports with corresponding different sizes need to be manufactured or purchased.
SUMMERY OF THE UTILITY MODEL
The to-be-solved problem of the utility model is not enough to the above-mentioned that exists among the prior art and provide an interior brace of exempting from, anti bank template reinforcing apparatus of combination formula steel concrete stagnant water, the bank is prevented to the stagnant water of various sizes of effectual reply job site, props in removing precast mortar from, the concrete or props in the reinforcing bar, makes the anti-bank of stagnant water realize real most concrete, reduces and avoids the seepage risk.
In order to solve the not enough of prior art, the utility model provides an exempt from interior propping, anti bank template reinforcing apparatus of combination formula steel concrete stagnant water, include:
a pair of templates, further comprising: the screw rod shakes, shake the screw rod and constitute by horizontal pole and the crank of connection at the horizontal pole end, the screw thread has on the horizontal pole, and it is stupefied that each template back mounted has at least two sets of vertical backs, shake screw rod quantity and the stupefied quantity of the vertical back of the body on every template and equal, the stupefied top of the vertical back of the body is higher than the template is higher than the partial installation horizontal pole screw-thread fit's screw.
Preferably, the vertical back edge is formed by welding and fixing a pair of steel plates on a steel bar, each steel plate is provided with two threaded holes, and the two threaded holes are respectively distributed on two sides of the steel bar.
Preferably, the top end of the vertical back ridge is provided with a screw cap which is matched with the cross rod in a threaded manner and provided with a screw hole.
Preferably, the shaking screw is also provided with a PVC sleeve.
The utility model discloses at least, include following beneficial effect: the requirement on the width of a water stop belt is met or the distance between water stop reverse ridge templates is adjusted by controlling the extending length of the cross rods, and the requirements on the width of water stop reverse ridges with different sizes are flexibly met; the vertical back edge is fastened and connected with the template system through the steel plate with the threaded hole through the self-tapping bolt, and is also firmly connected and clamped with the two templates through the locking force between the screw cap and the rocking screw rod, so that when concrete is poured, no displacement and deformation are generated between the two template systems, the use of an inner support is avoided, the water-stopping reverse ridge realizes the real plain concrete, and the risk of leakage is reduced; the whole set of reinforcing device is flexible and convenient to mount and dismount, can be recycled for many times, is made of steel except the PVC sleeve and the template, and is energy-saving and environment-friendly due to the fact that steel is used for replacing wood.
Drawings
Fig. 1 is a schematic diagram of a specific embodiment of the reinforcing device for the steel concrete water-stop reverse sill template without internal bracing.
Fig. 2 is a front view of a specific embodiment of the reinforcing device for the steel concrete water stop reverse sill template without internal bracing.
Fig. 3 is a front view of an embodiment of the rocking screw of the present invention.
Fig. 4 is a front view of a specific embodiment of the vertical back ridge of the present invention.
Reference numerals: 1-rocking screw, 11-cross bar, 12-rocking bar, 2-template, 3-vertical back edge, 31-steel plate, 32-nut, 33-steel bar and 4-PVC sleeve.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It will be understood that terms such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof.
Fig. 1-4 show the utility model discloses an exempt from internal stay, anti bank template reinforcing apparatus of combination formula steel concrete stagnant water, include:
a pair of templates 2, further comprising: shake screw rod 1, shake screw rod 1 and connect at the terminal crank 12 of horizontal pole and constitute by horizontal pole 11, it has screw thread to each pair of 2 back mounted of template of at least two sets of vertical back of the body stupefied 3 on the horizontal pole, shake screw rod 1 quantity and every template on the stupefied 3 of vertical back of the body equal, the stupefied top of vertical back of the body is higher than template 2 is higher than the part has 11 screw-thread fit's of horizontal pole screw hole.
Vertical back of body stupefied 3 can be welded the reinforcing bar 33 relevant position by a pair of steel sheet 31 and constitute, each have two screw holes on the steel sheet 31, two screw holes distribute respectively the reinforcing bar 33 both sides.
The screw hole of the top end of the vertical back edge 3 in threaded fit with the cross rod 11 can be replaced by a screw cap 32 welded at the top end of the vertical back edge 3.
In the scheme, the pair of templates is horizontally placed on the ground, then the vertical back edge 3 is fixedly installed on the template 2 by bolts penetrating through all steel plate threaded holes in the vertical back edge, and the bolts are screwed down to determine that the templates and the vertical back edge are firmly and reliably installed. The method comprises the steps that a first template 2 provided with a vertical back ridge is horizontally placed on one side of the width edge of the water stop belt, a cross rod penetrates through a nut 32 at the top end of the vertical back ridge by rotating a rocker 12, the extending length of the cross rod 11 meets the requirement of the width of the water stop belt, a mark on the position of the other side of the width edge of the water stop belt is made on the cross rod, a second template 2 is accurately placed at the position of the mark, after the height of a nut hole in the top end of the vertical back ridge 3 on the two templates 2 is ensured to be corresponding, the rocker 12 is rotated to enable the cross rod 11 to penetrate through the nut 32 at the top end of the vertical back ridge on the second template, the two templates 2 are ensured to be fixed firmly, or the distance between the water stop back ridge templates 2 is adjusted in. At this moment, the size between the two templates 2 is fixed and cannot be changed, namely, the distance between the two corresponding screw caps 32 on the two templates is adjusted by controlling the swing screw rod 1, and the width of the water stop belt is accurately controlled.
In order to prevent the cross bar 11 from being contaminated by concrete, the cross bar may be covered with a PVC sleeve 4 after the cross bar 11 is threaded into the first nut. Need two sets of at least screws 1 and the stupefied 3 of vertical back of the body with quantity to consolidate two templates 2, just can effectively control the intensity and the rigidity of template 2, avoid producing the seepage and the template produces quality hidden danger such as deformation under the concrete pressure of tamping.
And after all the swing screws 1 rotate to stabilize the formworks, pouring concrete between the two formworks 2 to form a water-stopping reverse ridge belt.
When the strength of concrete reaches the stripping condition, the rocker 12 is rotated until the screw cap 32 falls off from the cross rod 11, the rocking screw rods 1 are detached, the PVC sleeve is taken out, the bolts between the templates 2 and the vertical back arris 3 are unscrewed, the vertical back arris 3 is detached, the steps are repeated, all the rocking screw rods 1 and the vertical back arris 3 on the two templates are detached, and the two templates 2 can be taken away.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the invention, as defined by the claims and the equivalents thereof, and which fall within the limits of the claims and the equivalents thereof.
Claims (4)
1. The utility model provides an exempt from interior brace, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water, includes: a pair of templates (2), characterized by further comprising:
shake screw rod (1), shake screw rod (1) by horizontal pole (11) and connect at horizontal pole (11) terminal crank (12) and constitute, the screw thread has on horizontal pole (11), and each template (2) back mounted has at least two sets of vertical stupefied (3) of the back of the body, shake screw rod (1) quantity and vertical stupefied (3) quantity of the back of the body on every template and equal, stupefied (3) top of the back of the body is higher than template (2), be higher than the part have with horizontal pole (11) screw-thread fit's screw.
2. The reinforcing device for the internal-bracing-free combined steel concrete water-stop reverse sill template as claimed in claim 1, is characterized in that: vertical back of body stupefied (3) are a pair of steel sheet (31) welded fastening and constitute on reinforcing bar (33), each have two screw holes on steel sheet (31), two screw holes distribute respectively reinforcing bar (33) both sides.
3. The reinforcing device for the internal-bracing-free combined steel concrete water-stop reverse sill template as claimed in claim 1, is characterized in that: the top end of the vertical back edge (3) is provided with a screw cap (32) which is in threaded fit with the cross rod (11) and is provided with a screw hole.
4. The reinforcing device for the internal-bracing-free combined steel concrete water-stop reverse sill template as claimed in claim 1, is characterized in that: the shaking screw rod (1) is also provided with a PVC sleeve (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920878206.2U CN210263915U (en) | 2019-06-12 | 2019-06-12 | Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920878206.2U CN210263915U (en) | 2019-06-12 | 2019-06-12 | Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210263915U true CN210263915U (en) | 2020-04-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920878206.2U Expired - Fee Related CN210263915U (en) | 2019-06-12 | 2019-06-12 | Exempt from interior propping, anti-bank template reinforcing apparatus of combination formula steel concrete stagnant water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210263915U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700294A (en) * | 2021-09-27 | 2021-11-26 | 北京天润建设有限公司 | Water and electricity well pouring structure and construction method |
-
2019
- 2019-06-12 CN CN201920878206.2U patent/CN210263915U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700294A (en) * | 2021-09-27 | 2021-11-26 | 北京天润建设有限公司 | Water and electricity well pouring structure and construction method |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200407 Termination date: 20210612 |
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| CF01 | Termination of patent right due to non-payment of annual fee |