CN215670244U - Precast concrete wall body connected by non-grouting sleeve - Google Patents
Precast concrete wall body connected by non-grouting sleeve Download PDFInfo
- Publication number
- CN215670244U CN215670244U CN202022810626.2U CN202022810626U CN215670244U CN 215670244 U CN215670244 U CN 215670244U CN 202022810626 U CN202022810626 U CN 202022810626U CN 215670244 U CN215670244 U CN 215670244U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- component body
- sealing plate
- vertical
- prefabricated wall
- 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
Abstract
The utility model discloses a precast concrete wall body connected by a non-grouting sleeve, wherein a prefabricated tooth-shaped sealing plate is arranged below a prefabricated wall body, the vertical slope surface of the prefabricated wall body is in a step-shaped structure, the inclined surface of the prefabricated wall body is arranged upwards, the prefabricated tooth-shaped sealing plate is matched with the inclined surface in shape and keeps a gap with the prefabricated wall body, a reserved connecting steel bar is arranged at the lower end of the prefabricated wall body, and the reserved connecting steel bar at the bottom of the prefabricated wall body is connected with a pre-embedded anchoring inserted bar positioned at the installation part of a main structure in a binding or welding mode. The connection quality between the precast concrete wall and the main structure is ensured, and the construction quality of the precast concrete building main structure engineering is further ensured.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a precast concrete wall body connected by non-grouting sleeves.
Background
With the acceleration of urbanization process in China, prefabricated building technology is applied more and more. Compared with the traditional cast-in-place concrete structure building, the construction of the prefabricated building has the advantages of convenient construction, short construction period, small pollution to the surrounding environment, convenient factory production of building components, mass centralized production, easy guarantee of component quality and the like. The connection between the prefabricated components and the main structure is the key point and the difficulty of the construction quality control of the prefabricated building.
At present, the connection technology of pre-embedded anchor dowel sleeve grouting is one of the mainstream technologies of connecting a precast concrete wall component and a building main structure, and is a construction technology that before the precast wall component is hoisted in place, anchor dowels are pre-embedded at the positions to be installed of the main structure, grouting sleeves are pre-embedded at the positions, corresponding to the pre-embedded anchor dowels, of the bottom of the precast wall component, then the precast wall component is hoisted in place, the sleeves are sleeved on the anchor dowels, the anchor dowels are vertically centered in the sleeves, finally, special grouting materials are adopted for pressure grouting, gaps between the sleeves and the anchor dowels are densely filled, and the component and the main structure are connected by utilizing the high strength of the grouting materials. However, in the actual construction process, because the embedded joint bars need to be bound and fixed, concrete is vibrated and the like, the embedded joint bars are comprehensively influenced by various factors in the construction process of each process, and the change of the positions of the embedded joint bars is inevitably caused, so that all the embedded sleeves of the same component are difficult to be accurately sleeved on the anchoring joint bars without errors, and the anchoring joint bars are ensured to be vertically centered in the sleeves, and the installation quality and the construction efficiency of the prefabricated wall body are influenced. On one hand, as the size of a gap between the anchoring steel bar and the grouting sleeve is smaller and is usually 8-12mm, when the pre-embedded position of the anchoring steel bar has deviation, the gap between the anchoring steel bar and the inner wall of the sleeve is easily reduced or is directly contacted, so that the anchoring steel bar and the sleeve cannot be fully connected through grouting material, and the connection strength between the sleeve and the anchoring steel bar is further reduced; on one hand, when the position deviation of a plurality of anchor steel dowels of the same vertical prefabricated part exceeds the allowable deviation range, the connection strength between the vertical part and the main structure is seriously reduced, and further, the serious potential safety hazard is brought to the overall construction quality of the main structure engineering; on one hand, the process is checked and accepted without visibility, after the prefabricated vertical component is in place, whether the anchoring insertion bar is vertically centered in the sleeve cannot be observed on the outer side, so that whether the width of a gap between the anchoring insertion bar and the grouting sleeve is uniform or not cannot be determined, the filling requirement of grouting material is met, and whether the joint quality of the connecting part is qualified or not can be detected only by adopting special detection equipment after the grouting material is filled (when unqualified joint is detected, only passive reinforcement and remedial measures can be adopted, time and labor are wasted, and the quality cannot be guaranteed); on the one hand, because the position deviation of anchor dowel bar and precast concrete wall component grout sleeve, hardly take one's place precast concrete wall component smoothly, need constantly correct the position of anchor dowel bar in the installation work progress, and then reduced the efficiency of construction. Therefore, the currently commonly used connection technology of the embedded anchoring joint bar and sleeve grouting is required to be innovated in the aspects of structure construction and technology, the visual degree of process acceptance is improved, the installation and construction efficiency of the prefabricated concrete wall body component is improved, the connection construction quality of each reserved connecting steel bar of the prefabricated wall body component and the anchoring joint bar corresponding to the installation part of the main body structure is ensured, the connection quality between each prefabricated wall body component and the main body structure is further ensured, and the construction quality of the main body structure engineering is ensured.
SUMMERY OF THE UTILITY MODEL
The utility model provides a precast concrete wall with non-grouting sleeve connection and an installation method aiming at the connection construction between a precast concrete wall body member and a main structure. The method cancels a grouting sleeve connection technology in the installation process of the precast concrete wall body component, has simple construction process and convenient operation, the construction quality of the steel bar connection part is visual and convenient to check and accept, the precast wall body component, the reserved connecting steel bars and the wall precast closing plate component are connected by the special high-strength grouting material, the controllability of the whole construction process is strong, a series of common quality problems and potential safety hazards brought by the prefabricated component sleeve grouting connection technology are fundamentally avoided, the connection quality between the precast wall body component and the main body structure is ensured, and the construction quality of the main body structure engineering of the precast assembly type building is further ensured.
The technical scheme of the utility model is as follows: the utility model provides a non-grout muffjoint's precast concrete wall, including prefabricated wall body component body and prefabricated profile of tooth shrouding, prefabricated profile of tooth shrouding is installed under the prefabricated wall body component body, connect through the grout material between the two, the bottom of prefabricated wall body component body sets up the ascending vertical domatic notch cuttype structure of component body in inclined plane, the vertical domatic notch cuttype structure of shrouding component body of prefabricated profile of tooth shrouding is identical with the ascending vertical domatic notch cuttype structure shape of component body in this inclined plane, and with keep the gap between the prefabricated wall body component body, prefabricated wall body component body lower extreme sets up and reserves the connecting reinforcement, the reservation connecting reinforcement of prefabricated wall body component body bottom adopts modes such as ligature or welding to be connected with the pre-buried anchor dowel bar that is located the major structure installation position.
Furthermore, according to the position of reserving the connecting steel bars on the vertical face of the vertical slope surface step-shaped structure of the prefabricated wall body bottom component body, a component body vertical groove with a zigzag opening in the plane shape is arranged, and the distance between the component body vertical groove and the reserved connecting steel bars and the pre-buried anchoring inserted bars is not less than 10 mm.
Furthermore, the edge position of the upper end of the inclined plane of the vertical slope stepped structure of the component body at the bottom end of the prefabricated wall component body is provided with a grout outlet, the grout outlet is arranged on the inclined plane of the vertical slope stepped structure of the component body and slightly inclines upwards along the inclined plane, the outer side vertical surface of the prefabricated wall component body is slightly explored, and a horizontal strip-shaped reinforcing band of the component body is arranged along the length direction of the wall body on the vertical stepped structure vertical surface without a reserved connecting steel bar part at the bottom end of the prefabricated wall component body.
Furthermore, the bottom end of the reserved connecting steel bar is located 10-20mm above the bottom surface of the prefabricated wall component body, and the leakage size of the reserved connecting steel bar meets the length requirement of steel bar connection and grouting material anchoring.
Furthermore, the vertical groove of the sealing plate with the plane shape being zigzag-shaped and open is arranged on the inner vertical surface of the prefabricated tooth-shaped sealing plate according to the positions of the reserved connecting steel bars and the embedded anchoring inserted bars, and the plane size of the vertical groove of the sealing plate meets the space requirement of the connection of the reserved connecting steel bars and the embedded inserted bars and is not less than 10mm from the net distance of the reserved connecting steel bars and the embedded anchoring inserted bars.
Furthermore, the bottom end of the outer vertical surface of the prefabricated tooth-shaped sealing plate is provided with a grouting hole, the grouting hole horizontally penetrates through the prefabricated tooth-shaped sealing plate and slightly extends out of the outer vertical surface, and a sealing plate horizontal strip-shaped reinforcing belt is arranged on the inner vertical surface of the prefabricated tooth-shaped sealing plate along the length direction of the prefabricated tooth-shaped sealing plate.
Furthermore, all surface gap positions between the prefabricated wall component body and the prefabricated tooth-shaped sealing plates are sealed by micro-expansion mortar.
The utility model has the advantages that: the utility model has simple and reasonable structure, strong operability and high construction efficiency, realizes the visualization of the installation process of the precast concrete wall, leads the inspection and acceptance of each process to be more intuitive, leads each part to ensure that the reserved connecting steel bars of the precast concrete wall and the pre-embedded anchoring inserted steel bars can be reliably connected, avoids the common technical defects of the grouting sleeve connection technology, such as difficult hoisting and positioning of precast components, insufficient filling of grouting materials between the anchor bars and the grouting sleeves, low connection strength of grouting joints, and the like, and can not carry out effective quality control in the process, fundamentally ensures the connection quality between the precast concrete wall and the main structure, and further ensures the construction quality of the main structure engineering of the precast concrete building.
Drawings
FIGS. 1-6 are schematic views of the installation structure of the non-grouted, sleeve-joined precast concrete wall of the present invention;
FIGS. 7-8 are pictorial illustrations of prefabricated wall component bodies of the present invention;
FIGS. 9-11 are diagrammatic views of a preformed tooth sealing plate in accordance with the present invention;
wherein: 1. prefabricating a wall component body; 2. prefabricating a tooth-shaped sealing plate; 3. reserving connecting steel bars; 4. embedding anchoring joint bars; 5. the vertical slope surface of the component body is of a ladder-shaped structure; 6. a slurry discharge hole; 7. connecting and fixing screw holes; 8. a member body vertical groove; 9. a horizontal strip-shaped reinforcing strip of the component body; 10. the sealing plate component body is of a vertical slope surface step-shaped structure; 11. grouting holes; 12. a sealing plate vertical groove; 13. a horizontal strip reinforcing band of the sealing plate; 14. connecting a fixing piece; 15. a screw; 16. a bin sealing belt; 17. and (4) grouting.
Detailed Description
For the purpose of enhancing an understanding of the present invention, the following detailed description of the present invention is provided in conjunction with the accompanying drawings, which are provided for the purpose of illustration only and are not intended to limit the scope of the present invention.
As shown in figure 1, a precast concrete wall body connected by a non-grouting sleeve comprises a precast wall body component body 1 and a precast tooth-shaped sealing plate 2, wherein the precast tooth-shaped sealing plate 2 is arranged below the precast wall body component body 1 and is connected with the precast wall body component body 1 through grouting material, the precast wall body component body and the precast tooth-shaped sealing plate are connected into a whole through special grouting material and reserved connecting steel bars at a construction site to form the precast concrete wall body, the bottom end of the precast wall body component body 1 is provided with a component body vertical slope surface step-shaped structure 5 facing upwards in an inclined surface, the vertical slope surface step-shaped structure 7 of the sealing plate component body of the precast tooth-shaped sealing plate 2 is matched with the component body vertical slope surface step-shaped structure 5 facing upwards in the inclined surface and keeps a gap with the precast wall body component body 1, the lower end of the precast wall body component body 1 is provided with connecting steel bars 3, and the reserved connecting steel bars 3 at the bottom of the precast wall body component body 1 are bound or welded with the main body in other modes The pre-embedded anchoring joint bars 4 at the structural installation part are connected.
According to the position of reserving connecting steel bar 3 on the facade of the vertical slope surface stepped structure of the component body at the bottom end of the prefabricated wall component body 1, the vertical groove 8 of the component body with the zigzag opening in the plane shape is arranged, the space between the vertical groove 8 of the component body and the reserved connecting steel bar and the embedded anchoring inserted bar is not smaller than 10mm, and the plane size of the vertical groove 8 of the component body meets the space requirement of the reserved connecting steel bar and the embedded inserted bar.
The upper end edge part on the 5 inclined planes of the vertical domatic notch cuttype structure of component body of 1 bottom of prefabricated wall body component body sets up row's thick liquid hole 6, be convenient for grout fills the discharge of in-process air and unnecessary grout, arrange the thick liquid hole on the 5 inclined planes of the vertical domatic notch cuttype structure of component body, set up along the inclined plane slight tilt up, and slightly spy out 1 outside facade of prefabricated wall body component body, on the 5 facades of vertical notch cuttype structure that prefabricated wall body component body 1 bottom did not have the reservation connecting reinforcement position, set up component body horizontal bar strengthening band 9 along wall length direction, increase and grout the area between the material, improve the joint strength between precast concrete wall and the prefabricated shrouding profile of tooth.
The reserved connecting steel bars 3 are stressed main bars of the prefabricated wall body 1, and are embedded in the prefabricated wall body according to design drawing requirements in the prefabrication process of the wall body, the bottom ends of the reserved connecting steel bars 3 are located 10-20mm above the bottom surface of the prefabricated wall body 1, and the leakage size of the reserved connecting steel bars 3 meets the length requirements of steel bar connection and grouting material anchoring.
The vertical groove 12 of the sealing plate with the plane shape being zigzag open is arranged on the inner vertical surface of the prefabricated tooth-shaped sealing plate 2 according to the positions of the reserved connecting steel bars 3 and the embedded anchoring inserted bars 4, and the plane size of the vertical groove 12 of the sealing plate meets the space requirement that the reserved connecting steel bars are connected with the embedded inserted bars and is not less than 10mm from the net distance of the steel bars.
The bottom end of the outer side vertical face of the prefabricated tooth-shaped sealing plate 2 is provided with a grouting hole 11, grouting materials can be conveniently injected into a gap between the prefabricated tooth-shaped sealing plate 2 and the prefabricated wall component body 1, the grouting hole 11 horizontally penetrates through the prefabricated tooth-shaped sealing plate 2 and slightly extends out of the outer side vertical face, a sealing plate horizontal strip-shaped reinforcing belt 13 is arranged on the inner vertical face of the prefabricated tooth-shaped sealing plate 2 along the length direction of the prefabricated tooth-shaped sealing plate 2, the contact area between the prefabricated tooth-shaped sealing plate and the grouting materials is increased, and the connection strength between the prefabricated tooth-shaped sealing plate and the prefabricated wall component body is enhanced.
All surface gap positions between the prefabricated wall component body 1 and the prefabricated tooth-shaped sealing plate 2 are plugged by micro-expansion mortar, then grouting and maintenance are carried out by adopting special grouting materials, after the grouting materials reach preset strength, the temporary supports are removed, and the installation of the prefabricated concrete wall is completed.
A precast concrete wall body connected by non-grouting sleeves comprises the following steps:
A. prefabricated wall component body and prefabricated tooth-shaped sealing plate manufacturing method
a. Prefabricated wall component body manufacturing method
1) Binding wall body reinforcing steel bars according to the requirements of design drawings, arranging reserved connecting reinforcing steel bars 3 without grouting sleeves at the bottom of the wall body, and arranging pre-buried anchor joint bars 4 at the top of the wall body;
2) a shaping template of a component body slope surface stepped structure 5 is installed at the bottom of the prefabricated wall component body 1, and slurry discharge holes 6 are formed in the shaping slope surface stepped template;
3) the prefabricated wall component body 1 is provided with a connecting and fixing screw hole 7 and other reserved screw holes for component hoisting, connecting and fixing and verticality correction;
4) arranging a component body vertical groove 8 with a zigzag opening in the planar shape at the bottom end of the prefabricated wall component body 1 according to the position of the reserved connecting steel bar 3;
5) on the vertical surface of the slope stepped structure 5 without the reserved connecting steel bar part at the bottom end of the prefabricated wall component body 1, a component body horizontal strip-shaped reinforcing belt 9 is arranged along the length direction of the wall;
6) and after finishing the binding of the steel bars and the installation of the templates and checking and accepting, pouring concrete and curing to form the prefabricated wall component body 1.
b. Manufacturing method of prefabricated tooth-shaped sealing plate
1) Binding steel bars according to the requirements of design drawings; the shaping template of the sealing plate slope surface stepped structure 10 of the prefabricated tooth-shaped sealing plate 2 and the template of the component body slope surface stepped structure 5 are arranged in a set mode, so that the shape and the size of the prefabricated tooth-shaped sealing plate 2 after being formed are matched with the prefabricated wall component body 1, and a 10-20mm gap is reserved;
2) a grouting hole 11 is formed in a template of the sealing plate slope surface step-shaped structure 10;
3) the prefabricated tooth-shaped sealing plate 2 is provided with a connecting and fixing screw hole 7 and other reserved screw holes for member hoisting, connecting and fixing and verticality correction;
4) arranging a vertical groove 12 of the sealing plate with a zigzag opening in the plane shape on the inner vertical surface of the stepped structure 10 of the slope surface of the sealing plate according to the position of the reserved connecting steel bar 3;
5) a sealing plate horizontal strip-shaped reinforcing band 13 is arranged on the vertical surface of the sealing plate slope surface stepped structure 10 without the reserved connecting steel bar part along the length direction of the wall body;
6) after the steel bars are bound and the templates are installed and are checked and accepted, concrete is poured and maintained to form a prefabricated tooth-shaped sealing plate 2;
B. construction of pre-buried anchoring joint bar
a. Construction of pre-embedded anchoring joint bar of main body structure
The main structure embedded anchoring joint bar construction is only used for a main structure installation part connected with a bottommost wall component, before the prefabricated wall component body 1 is hoisted in place for the first time, an anchoring joint bar 4 is embedded in a base layer main structure of a part to be installed according to the specification and design requirements, and main structure concrete is poured after corresponding reinforcement measures are taken to complete the embedded construction of the anchoring joint bar 4;
b. construction of pre-embedded anchoring joint bar of prefabricated wall
The construction of the pre-embedded anchor joint bars of the prefabricated wall body is only used for connecting the non-top-layer prefabricated wall body component and the upper-layer prefabricated wall body component, the anchor joint bars 4 are pre-embedded according to the specification and design requirements in the factory production process of the prefabricated wall body 1, and the concrete of the prefabricated wall body 1 is poured after corresponding reinforcement measures are taken, so that the pre-embedded construction of the anchor joint bars 4 is completed;
C. installation and temporary fixation of prefabricated wall component body
1) Fixing by adopting a special lifting appliance and a rope, conveying to an installation position by utilizing a lifting machine, hovering for 0.5-1m, then enabling the prefabricated wall component body 1 to slowly fall down in alignment with a control line of the installation position, and arranging a metal thin gasket at the lower part of the prefabricated wall component body 1 to adjust the level and elevation of the prefabricated wall component body 1;
2) after the plane position, the verticality and the elevation of the prefabricated wall component body 1 are checked to meet the design and specification requirements, the prefabricated wall component body 1 is immediately temporarily fixed by using a support and a lifting appliance is dismounted, and the installation and the temporary fixation of the prefabricated wall component body 1 are completed;
D. connection construction of reserved connecting steel bars and pre-buried anchoring inserted bars
Connecting reserved connecting steel bars 3 on the prefabricated wall component body 1 with embedded anchoring joint bars 4 on the installation part of the main body structure;
E. prefabricated tooth-shaped sealing plate installation
1) Before the prefabricated tooth-shaped sealing plate 2 is installed, floating ash and garbage at the bottom and the peripheral part of the wall body are cleaned;
2) placing the prefabricated tooth-shaped sealing plate 2 at an installation position, adjusting the level and elevation of the prefabricated tooth-shaped sealing plate 2 by adopting a metal thin gasket, after the prefabricated tooth-shaped sealing plate is checked to be correct, placing connecting and fixing pieces 14 outside the prefabricated wall component body 1 and the connecting and fixing screw holes 7 positioned on the prefabricated tooth-shaped sealing plate 2, and respectively screwing the connecting and fixing pieces into screw rods 15, and connecting and temporarily fixing the prefabricated tooth-shaped sealing plate 2 and the prefabricated wall component body 1;
F. construction of sealing storehouse
After the prefabricated wall component body 1 and the prefabricated tooth-shaped sealing plate 2 are installed in place, immediately constructing a cabin sealing belt 16 before grouting, sealing the cabin by adopting cement mortar, sealing all surface abutted seam parts between the prefabricated wall component body 1 and the prefabricated tooth-shaped sealing plate 2 and between the prefabricated wall component body and a base layer of an installation part by adopting mortar, and controlling the width of the cabin sealing belt 16 to be 10-20 mm;
G. gap grouting, maintenance and temporary support dismantling
After the bin sealing is finished, grouting materials are injected into a gap between the prefabricated wall component body 1 and the prefabricated tooth-shaped sealing plate 2 through the grouting holes 11, and after overflowing through the grout discharging holes 6, the grout discharging holes 6 are immediately blocked by rubber plugs, so that grouting is finished; after maintenance, the grouting material is solidified and hardened to form grouting body 17, and after the strength of the grouting body 17 meets the design requirement, the temporary fixing support is removed, and the installation and construction of the precast concrete wall are completed.
Claims (7)
1. The utility model provides a precast concrete wall body of non-grout muffjoint which characterized in that: comprises a prefabricated wall component body (1) and a prefabricated tooth-shaped sealing plate (2), wherein the prefabricated tooth-shaped sealing plate (2) is arranged below the prefabricated wall component body (1) and is connected with the prefabricated wall component body through grouting material, the bottom end of the prefabricated wall component body (1) is provided with a stepped structure (5) of a vertical slope surface of the component body facing upwards, the vertical slope surface step-shaped structure (7) of the sealing plate component body of the prefabricated tooth-shaped sealing plate (2) is matched with the vertical slope surface step-shaped structure (5) of the component body with the upward slope surface in shape, and a gap is kept between the prefabricated wall body component body (1), the lower end of the prefabricated wall body component body (1) is provided with a reserved connecting steel bar (3), the prefabricated wall component is characterized in that the reserved connecting steel bars (3) at the bottom of the prefabricated wall component body (1) are connected with the embedded anchoring insertion bars (4) at the installation part of the main structure in a binding or welding mode and the like.
2. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: according to the position of reserving connecting steel bars (3) on the vertical face of the vertical slope surface stepped structure of the prefabricated wall component body (1) bottom component body, vertical component body grooves (8) with the plane shape being zigzag-shaped openings are formed, and the distance between each vertical component body groove (8) and the reserved connecting steel bars and the pre-buried anchoring insertion bars is not smaller than 10 mm.
3. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: the prefabricated wall component is characterized in that a grout outlet (6) is formed in the edge position of the upper end of the inclined plane of the vertical slope stepped structure (5) of the component body at the bottom end of the prefabricated wall component body (1), the grout outlet is formed in the inclined plane of the vertical slope stepped structure (5) of the component body and is slightly inclined upwards along the inclined plane, the vertical plane of the outer side of the prefabricated wall component body (1) is slightly explored, and a horizontal strip-shaped reinforcing belt (9) of the component body is arranged in the vertical stepped structure (5) vertical plane without reserved connecting steel bars at the bottom end of the prefabricated wall component body (1) along the length direction of a wall body.
4. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: the bottom end of the reserved connecting steel bar (3) is located 10-20mm above the bottom surface of the prefabricated wall component body (1), and the leakage size of the reserved connecting steel bar (3) meets the length requirement of steel bar connection and grouting material anchoring.
5. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: the vertical sealing plate groove (12) with the plane shape being zigzag open is arranged on the inner vertical face of the prefabricated tooth-shaped sealing plate (2) according to the positions of the reserved connecting steel bars (3) and the embedded anchoring insertion bars (4), and the plane size of the vertical sealing plate groove (12) meets the space requirement that the reserved connecting steel bars are connected with the embedded insertion bars and is not less than 10mm from the net distance of the steel bars.
6. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: the bottom end of the outer side vertical face of the prefabricated tooth-shaped sealing plate (2) is provided with a grouting hole (11), the grouting hole (11) horizontally penetrates through the prefabricated tooth-shaped sealing plate (2) and slightly protrudes out of the outer side vertical face, and a sealing plate horizontal strip-shaped reinforcing belt (13) is arranged on the inner vertical face of the prefabricated tooth-shaped sealing plate (2) along the length direction of the prefabricated tooth-shaped sealing plate (2).
7. The precast concrete wall body of a non-grouting sleeve joint according to claim 1, wherein: all surface gap positions between the prefabricated wall component body (1) and the prefabricated tooth-shaped sealing plates (2) are sealed by micro-expansion mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022810626.2U CN215670244U (en) | 2020-11-30 | 2020-11-30 | Precast concrete wall body connected by non-grouting sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022810626.2U CN215670244U (en) | 2020-11-30 | 2020-11-30 | Precast concrete wall body connected by non-grouting sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215670244U true CN215670244U (en) | 2022-01-28 |
Family
ID=79949249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022810626.2U Active CN215670244U (en) | 2020-11-30 | 2020-11-30 | Precast concrete wall body connected by non-grouting sleeve |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215670244U (en) |
-
2020
- 2020-11-30 CN CN202022810626.2U patent/CN215670244U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111206698B (en) | Construction method of assembled wallboard | |
| CN108005387B (en) | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall | |
| CN106592440B (en) | A kind of construction method of prefabricated subsection type bridge pier | |
| CN109611102B (en) | Construction method for cold excavation underpass overpass | |
| CN111828013B (en) | Ground shield tunnel experiment entity model and construction method thereof | |
| CN103981897A (en) | Waterproof construction method of basement exterior wall stiffness pillar | |
| CN110984359A (en) | Low-rise assembled building structure | |
| CN111173198A (en) | Construction method of wall-attached constructional column for constructional engineering | |
| CN113202222A (en) | Construction method for assembled type superposed beam slab | |
| CN111618976A (en) | Construction method for prefabricated part fixed die table of fabricated building | |
| CN114809029A (en) | High cutting slope anchor rod frame beam coupling construction method | |
| CN215670244U (en) | Precast concrete wall body connected by non-grouting sleeve | |
| CN108240037A (en) | Transverse joint connecting node between a kind of prefabricated board wall layers | |
| CN215290988U (en) | Precast concrete post of non-grout muffjoint | |
| CN112627380A (en) | Precast concrete wall body connected by non-grouting sleeve and installation method | |
| CN105040855B (en) | Prefabricated shear wall welded end plate and horizontal section steel combined connection apparatus | |
| CN204781443U (en) | Device for connecting precast shear wall concatenation about being used for | |
| CN111622505A (en) | Construction column chiseling-free construction method beneficial to controlling construction column top sealing quality | |
| CN109267578B (en) | Inclined plane plain concrete structure and construction method thereof | |
| CN108978713B (en) | Factory prefabricated elevator shaft pit and installation method thereof | |
| CN213014375U (en) | Basement outer wall post-cast strip enclosed construction | |
| CN108798715A (en) | A kind of tunnel type pipe gallery sectional type component assembly method | |
| CN107859337A (en) | Steel-structure factory building FPB Light trabses cracking structure constructions | |
| CN112575964A (en) | Precast concrete column connected by non-grouting sleeve and mounting method | |
| CN211114435U (en) | A half grout connecting sleeve of automatic rectifying for prefabricated post wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |