CN209353509U - Filling wall builds tension rib and exempts to plant pre-embedded device - Google Patents
Filling wall builds tension rib and exempts to plant pre-embedded device Download PDFInfo
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- CN209353509U CN209353509U CN201821958456.9U CN201821958456U CN209353509U CN 209353509 U CN209353509 U CN 209353509U CN 201821958456 U CN201821958456 U CN 201821958456U CN 209353509 U CN209353509 U CN 209353509U
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- tension rib
- sleeve
- open end
- filling wall
- embedded device
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Abstract
The utility model, which provides a kind of filling wall and builds tension rib, exempts to plant pre-embedded device, comprising: for being installed on the fixed plate of the inside of the template of main structure, the fixed plate offers perforative location hole；Sleeve is connected, the location hole is connected to；Anchoring sleeve, the anchoring sleeve has an open end and a closed end, the open end is inserted in the connection sleeve, and the closed end extends to the outside of the connection sleeve and the closed end is formed with the anchor plate being arranged along the circumferencial direction of the anchoring sleeve；And tension rib, it is removably inserted in the location hole and the open end.The utility model solves the problems, such as that the rear implantation construction of filling wall masonry tension rib leads to bar planting deviation.
Description
Technical field
The utility model relates to technical field of building construction, and in particular to a kind of filling wall builds tension rib and exempts to plant pre-buried dress
It sets.
Background technique
In recent years, Construction Quality and efficiency requirements are continuously improved, and fill in wall building construction, fill the tension rib of wall
Traditional construction mode have in main structure pre-buried tie bar and the bar planting again after main structure construction.In main structure
Direct pre-buried tie bar then will affect template construction and the demoulding of main structure, influence the concrete construction quality of main structure.
And the mode of rear bar planting is constructed cumbersome because adhesive curing is slow in main structure, often will appear bar planting deviation, anchoring quality not
The problems such as good and working efficiency is low, to affect the quality and progress of filling wall building construction.
Utility model content
To overcome the defects of present in the prior art, it a kind of filling wall is now provided builds tension rib and exempt to plant pre-embedded device, with
Solve the problems, such as that the rear implantation construction of filling wall masonry tension rib leads to bar planting deviation.
To achieve the above object, it a kind of filling wall is provided builds tension rib and exempt to plant pre-embedded device, comprising:
For being installed on the fixed plate of the inside of the template of main structure, the fixed plate offers perforative location hole；
Sleeve is connected, the location hole is connected to；
Anchoring sleeve, the anchoring sleeve have an open end and a closed end, and the open end is inserted in the connection
In sleeve, the closed end extends to the outside of the connection sleeve and the closed end is formed with the circumference along the anchoring sleeve
The anchor plate of direction setting；And
Tension rib is removably inserted in the location hole and the open end.
Further, the tension rib has opposite bending end and connecting pin, and the connecting pin is removably attachable to
The open end.
Further, the connecting pin is formed with external screw thread, is formed in the open end and matches with the external screw thread
Internal screw thread, the connecting pin is threadedly connected to the open end.
Further, the fixed plate and the connection sleeve are integrally formed.
Further, the side far from the connection sleeve of the fixed plate is bonded flexible application of anti-leakage layers, the elasticity
The through-hole corresponding to the location hole is offered in application of anti-leakage layers, the internal diameter of the through-hole is less than the outer diameter of the tension rib.
The beneficial effects of the utility model are that the filling wall masonry tension rib of the utility model is exempted from plant pre-embedded device and passed through
Entire tension rib is exempted to plant in the fixed template with main structure of pre-embedded device by fixed plate, and registration is not easy deviation, improves
Anchoring quality.The tension rib that the filling wall masonry tension rib of the utility model exempts to plant pre-embedded device is removably attachable to anchoring cartridge
The open end of cylinder, may not need installation tension rib when main structure pours, improves the construction efficiency of main structure, concrete is applied
Working medium amount and aesthetics；When building filling wall, only tension rib need to be inserted into anchoring sleeve the anchoring that tension rib can be realized
Installation improves the construction efficiency of filling wall.
Detailed description of the invention
Fig. 1 is that the filling wall of the utility model embodiment builds the structural schematic diagram that tension rib exempts from plant pre-embedded device.
Fig. 2 is that the filling wall of the utility model embodiment builds the decomposition diagram that tension rib exempts from plant pre-embedded device.
Fig. 3 is that the filling wall of the utility model embodiment builds status diagram.
Specific embodiment
Illustrate the embodiments of the present invention below by way of specific specific example, those skilled in the art can be by this theory
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific embodiments are embodied or practiced, and the various details in this specification can also be based on different viewpoints and answer
With carrying out various modifications or alterations under the spirit without departing from the utility model.
Fig. 1 be the utility model embodiment filling wall build tension rib exempt from plant pre-embedded device structural schematic diagram, Fig. 2 be
It is the utility model reality that the filling wall of the utility model embodiment, which builds decomposition diagram, Fig. 3 that tension rib exempts to plant pre-embedded device,
The filling wall for applying example builds status diagram.
Referring to figs. 1 to shown in Fig. 3, the utility model, which provides a kind of filling wall and builds tension rib, exempts to plant pre-embedded device, packet
It includes: fixed plate 1, connection sleeve 2, anchoring sleeve 3 and tension rib 4.
Fixed plate 1 is mainly used for being installed on the inside of the template 6 of main structure 7.Perforative positioning is offered in fixed plate 1
Hole.Connect the casing that sleeve 2 is both ends open.The first end of connection sleeve 2 is connected to location hole.Anchoring sleeve 3 has
One open end and a closed end.The open end of anchoring sleeve 3 is inserted in connection sleeve 2.The closed end of anchoring sleeve 3 extends to company
The outside of female connector cylinder 2, and the closed end of anchoring sleeve 3 is formed with anchor plate 31.Circumferencial direction of the anchor plate 31 along anchoring sleeve 3
Setting.In the present embodiment, anchor plate 31 is along one circle of circumferencial direction setting of anchoring sleeve 3, i.e., anchor plate 31 is rounded, anchoring
31 outer diameter of plate is greater than the outer diameter of anchoring sleeve 3.Connect outer diameter of the internal diameter equal to anchoring sleeve of sleeve and location hole, anchoring sleeve
Outer diameter be equal to tension rib outer diameter.
Tension rib 4 is removably inserted in the location hole of fixed plate 1 and the open end of anchoring sleeve 3.In the present embodiment
In, the open end of anchoring sleeve 3 extends in the location hole of fixed plate 1, and the open end of anchoring sleeve 3 is remote with fixed plate 1
Side from connection sleeve flushes.
Exempt to plant pre-embedded device as shown in fig.1, building tension rib using the filling wall of the utility model, in main structure 7
When pouring, fixed plate is installed on to the inside of template 6, template 6 offers the through-hole for being connected to location hole.Sleeve connection will be connected
In location hole, so that connection sleeve is located at the side of the separate template of fixed plate.Anchoring sleeve is inserted in connection sleeve
?.
As shown in fig.3, tension rib 4 is arranged in through-hole, location hole and anchoring sleeve when needing to build filling wall 8
Open end in, then build filling wall 8.
The filling wall masonry tension rib of the utility model exempts from plant pre-embedded device and exempts to plant in advance by entire tension rib by fixed plate
It buries in the fixed template with main structure of device, registration is not easy deviation, improves anchoring quality.The utility model is filled out
It fills wall and builds tension rib and exempt to plant the tension rib of pre-embedded device and be removably attachable to the open end of anchoring sleeve, pour in main structure
It may not need installation tension rib when building, improve construction efficiency, concrete construction quality and the aesthetics of main structure；It is filled out in masonry
When filling wall, tension rib need to be only inserted into anchoring sleeve and the anchoring installation of tension rib can be realized, improve the construction of filling wall
Efficiency.
The filling wall of the utility model build tension rib exempt to plant pre-embedded device have it is easy for construction, be connected firmly, adaptability
By force, the features such as quality is stablized, can efficiently solve in masonry project that traditional tension rib bar planting efficiency is slow, and construction quality is difficult to control
The problem of.
As a kind of preferable embodiment, tension rib 4 has opposite bending end 41 and connecting pin 42.Connecting pin 42 can
Releasably it is connected to the open end of anchoring sleeve 3.
Specifically, being formed with external screw thread on connecting pin 42, it is formed in the open end of anchoring sleeve 3 and the external screw thread phase
Matched internal screw thread.Connecting pin 42 is threadedly connected to the open end of anchoring sleeve 3.The connecting pin internal screw thread (mantle fiber) of tension rib is long
30mm is spent, 90 ° of end hook the length 100mm, tension rib length L of the bending end of tension rib is according to filling walling design requirement
Depending on.
As a kind of preferable embodiment, fixed plate 1 is integrally formed with connection sleeve 2.In the present embodiment, Gu
The plastic products that fixed board 1 and connection sleeve 2 are integrally formed.
In order to improve the concrete pouring construction quality and aesthetics of main structure, the separate connection sleeve 2 of fixed plate 1
Side is bonded flexible application of anti-leakage layers 5.The through-hole corresponding to location hole is offered in elastic application of anti-leakage layers 5, the internal diameter of through-hole is less than institute
State the outer diameter of tension rib 4.Elastic application of anti-leakage layers avoids blocking anchoring sleeve, improves master for spillage when preventing main structure from pouring
The aesthetics of body structure.
In the present embodiment, elastic application of anti-leakage layers 5 is spongy layer or sponge strip.
It should be noted that this specification structure depicted in this specification institute accompanying drawings, ratio, size etc., only to cooperate
The bright revealed content of book is not intended to limit the utility model implementable so that those skilled in the art understands and reads
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall in disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as "upper", "lower", "left", "right", " in
Between " and " one " etc. term, be merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model,
Relativeness is altered or modified, under the content of no substantial changes in technology, when being also considered as the enforceable scope of the utility model.
Combine figure embodiment that the utility model is described in detail above, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not constitute practical to this
Novel restriction, the utility model will be using the ranges that the appended claims define as protection scope.
Claims (5)
- Exempt to plant pre-embedded device 1. a kind of filling wall builds tension rib characterized by comprisingFor being installed on the fixed plate of the inside of the template of main structure, the fixed plate offers perforative location hole；Sleeve is connected, the location hole is connected to；Anchoring sleeve, the anchoring sleeve have an open end and a closed end, and the open end is inserted in the connection sleeve In, the closed end extends to the outside of the connection sleeve and the closed end is formed with the circumferencial direction along the anchoring sleeve The anchor plate of setting；AndTension rib is removably inserted in the location hole and the open end.
- Exempt to plant pre-embedded device 2. filling wall according to claim 1 builds tension rib, which is characterized in that the tension rib tool There are opposite bending end and connecting pin, the connecting pin is removably attachable to the open end.
- Exempt to plant pre-embedded device 3. filling wall according to claim 2 builds tension rib, which is characterized in that the connecting pin shape At there is external screw thread, the internal screw thread to match with the external screw thread is formed in the open end, the connecting pin is threadedly connected to The open end.
- Exempt to plant pre-embedded device 4. filling wall according to claim 1 builds tension rib, which is characterized in that the fixed plate and What the connection sleeve was integrally formed.
- Exempt to plant pre-embedded device 5. filling wall according to claim 1 builds tension rib, which is characterized in that the fixed plate Side far from the connection sleeve is bonded flexible application of anti-leakage layers, offers in the elasticity application of anti-leakage layers corresponding to the location hole Through-hole, the internal diameter of the through-hole is less than the outer diameter of the tension rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821958456.9U CN209353509U (en) | 2018-11-26 | 2018-11-26 | Filling wall builds tension rib and exempts to plant pre-embedded device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821958456.9U CN209353509U (en) | 2018-11-26 | 2018-11-26 | Filling wall builds tension rib and exempts to plant pre-embedded device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209353509U true CN209353509U (en) | 2019-09-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821958456.9U Active CN209353509U (en) | 2018-11-26 | 2018-11-26 | Filling wall builds tension rib and exempts to plant pre-embedded device |
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| CN (1) | CN209353509U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847387A (en) * | 2019-11-26 | 2020-02-28 | 四川建力源工程技术咨询有限公司 | Grouting-free bar planting structure with enlarged head and construction method thereof |
-
2018
- 2018-11-26 CN CN201821958456.9U patent/CN209353509U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847387A (en) * | 2019-11-26 | 2020-02-28 | 四川建力源工程技术咨询有限公司 | Grouting-free bar planting structure with enlarged head and construction method thereof |
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